[cig-commits] r6747 - in short/3D/PyLith/branches/pylith-0.8:
doc/userguide/fileformats/data pylith3d/examples
pylith3d/examples/linhex/bm1 pylith3d/examples/linhex/bm1a
pylith3d/examples/linhex/bm2a pylith3d/examples/linhex/patchtest
pylith3d/examples/linhex/powertest
pylith3d/examples/linhex/powertestesf
pylith3d/examples/linhex/ps1/elas-test1
pylith3d/examples/linhex/ps1/elas-test10
pylith3d/examples/linhex/ps1/elas-test11
pylith3d/examples/linhex/ps1/elas-test12
pylith3d/examples/linhex/ps1/elas-test2
pylith3d/examples/linhex/ps1/elas-test3
pylith3d/examples/linhex/ps1/elas-test4
pylith3d/examples/linhex/ps1/elas-test5
pylith3d/examples/linhex/ps1/elas-test6
pylith3d/examples/linhex/ps1/elas-test7
pylith3d/examples/linhex/ps1/elas-test8
pylith3d/examples/linhex/ps1/elas-test9
pylith3d/examples/linhex/ps1/vis-test1
pylith3d/examples/linhex/ps1/vis-test10
pylith3d/examples/linhex/ps1/vis-test11
pylith3d/examples/linhex/ps1/vis-test12
pylith3d/examples/linhex/ps1/vis-test2
pylith3d/examples/linhex/ps1/vis-test3
pylith3d/examples/linhex/ps1/vis-test4
pylith3d/examples/linhex/ps1/vis-test5
pylith3d/examples/linhex/ps1/vis-test6
pylith3d/examples/linhex/ps1/vis-test7
pylith3d/examples/linhex/ps1/vis-test8
pylith3d/examples/linhex/ps1/vis-test9
pylith3d/examples/linhex/slip1 pylith3d/examples/linhex/splittest
pylith3d/examples/linhex/timeslip1
pylith3d/examples/lintet/powertest
pylith3d/examples/quadhex/patchtest
pylith3d/examples/quadtet/patchtest
leif at geodynamics.org
leif at geodynamics.org
Tue May 1 19:28:40 PDT 2007
Author: leif
Date: 2007-05-01 19:28:39 -0700 (Tue, 01 May 2007)
New Revision: 6747
Added:
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm1/bm1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm1a/bm1a.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm2a/bm2a.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt-bbar.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt-red.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertest/powertest.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test1/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test10/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test11/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test12/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test2/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test3/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test4/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test5/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test6/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test7/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test8/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test9/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test1/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test10/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test11/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test12/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test2/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test3/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test4/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test5/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test6/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test7/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test8/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test9/ps1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/slip1/slip1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/splittest/splittest.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/timeslip1/timeslip1.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/powertest/powertest.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadhex/patchtest/pt-bbar.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadhex/patchtest/pt-red.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadtet/patchtest/pt-bbar.cfg
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadtet/patchtest/pt-red.cfg
Removed:
short/3D/PyLith/branches/pylith-0.8/doc/userguide/fileformats/data/xx.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm1/bm1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm1a/bm1a.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm2a/bm2a.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt-bbar.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt-red.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertest/powertest.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test1/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test10/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test11/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test12/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test2/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test3/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test4/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test5/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test6/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test7/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test8/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test9/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test1/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test10/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test11/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test12/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test2/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test3/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test4/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test5/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test6/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test7/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test8/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test9/ps1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/slip1/slip1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/splittest/splittest.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/timeslip1/timeslip1.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/powertest/powertest.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadhex/patchtest/pt-bbar.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadhex/patchtest/pt-red.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadtet/patchtest/pt-bbar.keyval
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadtet/patchtest/pt-red.keyval
Modified:
short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/Makefile.am
Log:
Mechanically converted remaining *.keyval files to *.cfg files:
keyval=`find . -name \*.keyval`
for kv in $keyval; do
cfg=`dirname $kv`/`basename $kv .keyval`.cfg;
svn cp $kv $cfg ;
echo "[pylith3d]" > $cfg;
cat $kv >> $cfg ;
svn rm $kv ;
done
Deleted: short/3D/PyLith/branches/pylith-0.8/doc/userguide/fileformats/data/xx.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/doc/userguide/fileformats/data/xx.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/doc/userguide/fileformats/data/xx.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,61 +0,0 @@
-# Simple parameter values for various PyLith settings. Defaults are
-# listed.
-#
-# Scaling factors applied to Winkler forces.
-#
-winklerScaleX = 1.0
-winklerScaleY = 1.0
-winklerScaleZ = 1.0
-#
-# Scaling factors applied to differential Winkler forces.
-#
-winklerSlipScaleX = 1.0
-winklerSlipScaleY = 1.0
-winklerSlipScaleZ = 1.0
-#
-# Stress integration and numerical computation of the tangent
-# material matrix. Default values should be reasonable for most cases.
-#
-stressTolerance = 1.0e-12*Pa
-minimumStrainPerturbation = 1.0e-7
-initialStrainPerturbation = 1.0e-1
-#
-# Specify whether to use the solution from the previous time step as
-# the starting guess for the elastic solution in the current time step.
-# This feature has not been tested.
-#
-usePreviousDisplacementFlag = 0
-#
-# Quadrature order for the problem.
-#
-quadratureOrder = "Full"
-#
-# Gravitational acceleration in each direction.
-#
-gravityX = 0.0*m/(s*s)
-gravityY = 0.0*m/(s*s)
-gravityZ = 0.0*m/(s*s)
-#
-# Factors controlling computation of prestresses.
-#
-prestressAutoCompute = False
-prestressAutoChangeElasticProperties = False
-prestressAutoComputePoisson = 0.49
-prestressAutoComputeYoungs = 1.0e30*Pa
-#
-prestressScaleXx = 1.0
-prestressScaleYy = 1.0
-prestressScaleZz = 1.0
-prestressScaleXy = 1.0
-prestressScaleXz = 1.0
-prestressScaleYz = 1.0
-#
-# Unit numbers used in Fortran code. These defaults should work for
-# most Unix systems, but may be altered if necessary.
-#
-f77StandardInput = 5
-f77StandardOutput = 6
-f77FileInput = 10
-f77AsciiOutput = 11
-f77PlotOutput = 12
-f77UcdOutput = 13
Modified: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/Makefile.am
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/Makefile.am 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/Makefile.am 2007-05-02 02:28:39 UTC (rev 6747)
@@ -19,39 +19,39 @@
bm2/bm2.time \
bm2/pylith3d.cfg \
linhex/bm1/bm1.bc \
+ linhex/bm1/bm1.cfg \
linhex/bm1/bm1.connect \
linhex/bm1/bm1.coord \
linhex/bm1/bm1.fuldat \
linhex/bm1/bm1.hist \
- linhex/bm1/bm1.keyval \
linhex/bm1/bm1.prop \
linhex/bm1/bm1.statevar \
linhex/bm1/bm1.time \
linhex/bm1a/bm1a.bc \
+ linhex/bm1a/bm1a.cfg \
linhex/bm1a/bm1a.connect \
linhex/bm1a/bm1a.coord \
linhex/bm1a/bm1a.fuldat \
linhex/bm1a/bm1a.hist \
- linhex/bm1a/bm1a.keyval \
linhex/bm1a/bm1a.prop \
linhex/bm1a/bm1a.statevar \
linhex/bm1a/bm1a.time \
linhex/bm2a/bm2a.bc \
+ linhex/bm2a/bm2a.cfg \
linhex/bm2a/bm2a.connect \
linhex/bm2a/bm2a.coord \
linhex/bm2a/bm2a.fuldat \
linhex/bm2a/bm2a.hist \
- linhex/bm2a/bm2a.keyval \
linhex/bm2a/bm2a.prop \
linhex/bm2a/bm2a.time \
- linhex/patchtest/pt-bbar.keyval \
+ linhex/patchtest/pt-bbar.cfg \
linhex/patchtest/pt-incomp.prop \
- linhex/patchtest/pt-red.keyval \
+ linhex/patchtest/pt-red.cfg \
linhex/patchtest/pt1.bc \
+ linhex/patchtest/pt1.cfg \
linhex/patchtest/pt1.connect \
linhex/patchtest/pt1.coord \
linhex/patchtest/pt1.fuldat \
- linhex/patchtest/pt1.keyval \
linhex/patchtest/pt1.prop \
linhex/patchtest/pt1.statevar \
linhex/patchtest/pt1.time \
@@ -75,60 +75,60 @@
linhex/patchtest/runtests-red-comp.com \
linhex/patchtest/runtests-red-incomp.com \
linhex/powertest/powertest.bc \
+ linhex/powertest/powertest.cfg \
linhex/powertest/powertest.connect \
linhex/powertest/powertest.coord \
linhex/powertest/powertest.fuldat \
linhex/powertest/powertest.hist \
- linhex/powertest/powertest.keyval \
linhex/powertest/powertest.prop \
linhex/powertest/powertest.statevar \
linhex/powertest/powertest.time \
linhex/powertestesf/powertestesf.bc \
+ linhex/powertestesf/powertestesf.cfg \
linhex/powertestesf/powertestesf.connect \
linhex/powertestesf/powertestesf.coord \
linhex/powertestesf/powertestesf.fuldat \
linhex/powertestesf/powertestesf.hist \
- linhex/powertestesf/powertestesf.keyval \
linhex/powertestesf/powertestesf.prop \
linhex/powertestesf/powertestesf.statevar \
linhex/powertestesf/powertestesf.time \
linhex/ps1/README \
linhex/ps1/README.elas-tests \
linhex/ps1/README.vis-tests \
- linhex/ps1/elas-test1/ps1.keyval \
+ linhex/ps1/elas-test1/ps1.cfg \
linhex/ps1/elas-test1/ps1.prop \
linhex/ps1/elas-test1/ps1.time \
- linhex/ps1/elas-test10/ps1.keyval \
+ linhex/ps1/elas-test10/ps1.cfg \
linhex/ps1/elas-test10/ps1.prop \
linhex/ps1/elas-test10/ps1.time \
- linhex/ps1/elas-test11/ps1.keyval \
+ linhex/ps1/elas-test11/ps1.cfg \
linhex/ps1/elas-test11/ps1.prop \
linhex/ps1/elas-test11/ps1.time \
- linhex/ps1/elas-test12/ps1.keyval \
+ linhex/ps1/elas-test12/ps1.cfg \
linhex/ps1/elas-test12/ps1.prop \
linhex/ps1/elas-test12/ps1.time \
- linhex/ps1/elas-test2/ps1.keyval \
+ linhex/ps1/elas-test2/ps1.cfg \
linhex/ps1/elas-test2/ps1.prop \
linhex/ps1/elas-test2/ps1.time \
- linhex/ps1/elas-test3/ps1.keyval \
+ linhex/ps1/elas-test3/ps1.cfg \
linhex/ps1/elas-test3/ps1.prop \
linhex/ps1/elas-test3/ps1.time \
- linhex/ps1/elas-test4/ps1.keyval \
+ linhex/ps1/elas-test4/ps1.cfg \
linhex/ps1/elas-test4/ps1.prop \
linhex/ps1/elas-test4/ps1.time \
- linhex/ps1/elas-test5/ps1.keyval \
+ linhex/ps1/elas-test5/ps1.cfg \
linhex/ps1/elas-test5/ps1.prop \
linhex/ps1/elas-test5/ps1.time \
- linhex/ps1/elas-test6/ps1.keyval \
+ linhex/ps1/elas-test6/ps1.cfg \
linhex/ps1/elas-test6/ps1.prop \
linhex/ps1/elas-test6/ps1.time \
- linhex/ps1/elas-test7/ps1.keyval \
+ linhex/ps1/elas-test7/ps1.cfg \
linhex/ps1/elas-test7/ps1.prop \
linhex/ps1/elas-test7/ps1.time \
- linhex/ps1/elas-test8/ps1.keyval \
+ linhex/ps1/elas-test8/ps1.cfg \
linhex/ps1/elas-test8/ps1.prop \
linhex/ps1/elas-test8/ps1.time \
- linhex/ps1/elas-test9/ps1.keyval \
+ linhex/ps1/elas-test9/ps1.cfg \
linhex/ps1/elas-test9/ps1.prop \
linhex/ps1/elas-test9/ps1.time \
linhex/ps1/ps1.bc \
@@ -137,47 +137,47 @@
linhex/ps1/ps1.fuldat \
linhex/ps1/ps1.statevar \
linhex/ps1/test.sh.in \
- linhex/ps1/vis-test1/ps1.keyval \
+ linhex/ps1/vis-test1/ps1.cfg \
linhex/ps1/vis-test1/ps1.prop \
linhex/ps1/vis-test1/ps1.time \
- linhex/ps1/vis-test10/ps1.keyval \
+ linhex/ps1/vis-test10/ps1.cfg \
linhex/ps1/vis-test10/ps1.prop \
linhex/ps1/vis-test10/ps1.time \
- linhex/ps1/vis-test11/ps1.keyval \
+ linhex/ps1/vis-test11/ps1.cfg \
linhex/ps1/vis-test11/ps1.prop \
linhex/ps1/vis-test11/ps1.time \
- linhex/ps1/vis-test12/ps1.keyval \
+ linhex/ps1/vis-test12/ps1.cfg \
linhex/ps1/vis-test12/ps1.prop \
linhex/ps1/vis-test12/ps1.time \
- linhex/ps1/vis-test2/ps1.keyval \
+ linhex/ps1/vis-test2/ps1.cfg \
linhex/ps1/vis-test2/ps1.prop \
linhex/ps1/vis-test2/ps1.time \
- linhex/ps1/vis-test3/ps1.keyval \
+ linhex/ps1/vis-test3/ps1.cfg \
linhex/ps1/vis-test3/ps1.prop \
linhex/ps1/vis-test3/ps1.time \
- linhex/ps1/vis-test4/ps1.keyval \
+ linhex/ps1/vis-test4/ps1.cfg \
linhex/ps1/vis-test4/ps1.prop \
linhex/ps1/vis-test4/ps1.time \
- linhex/ps1/vis-test5/ps1.keyval \
+ linhex/ps1/vis-test5/ps1.cfg \
linhex/ps1/vis-test5/ps1.prop \
linhex/ps1/vis-test5/ps1.time \
- linhex/ps1/vis-test6/ps1.keyval \
+ linhex/ps1/vis-test6/ps1.cfg \
linhex/ps1/vis-test6/ps1.prop \
linhex/ps1/vis-test6/ps1.time \
- linhex/ps1/vis-test7/ps1.keyval \
+ linhex/ps1/vis-test7/ps1.cfg \
linhex/ps1/vis-test7/ps1.prop \
linhex/ps1/vis-test7/ps1.time \
- linhex/ps1/vis-test8/ps1.keyval \
+ linhex/ps1/vis-test8/ps1.cfg \
linhex/ps1/vis-test8/ps1.prop \
linhex/ps1/vis-test8/ps1.time \
- linhex/ps1/vis-test9/ps1.keyval \
+ linhex/ps1/vis-test9/ps1.cfg \
linhex/ps1/vis-test9/ps1.prop \
linhex/ps1/vis-test9/ps1.time \
linhex/slip1/slip1.bc \
+ linhex/slip1/slip1.cfg \
linhex/slip1/slip1.connect \
linhex/slip1/slip1.coord \
linhex/slip1/slip1.fuldat \
- linhex/slip1/slip1.keyval \
linhex/slip1/slip1.prop \
linhex/slip1/slip1.slip \
linhex/slip1/slip1.statevar \
@@ -189,10 +189,10 @@
linhex/splittest/runsplittest-test.sh \
linhex/splittest/runsplittest.sh \
linhex/splittest/splittest.bc \
+ linhex/splittest/splittest.cfg \
linhex/splittest/splittest.connect \
linhex/splittest/splittest.coord \
linhex/splittest/splittest.fuldat \
- linhex/splittest/splittest.keyval \
linhex/splittest/splittest.prop \
linhex/splittest/splittest.split \
linhex/splittest/splittest.statevar \
@@ -200,11 +200,11 @@
linhex/splittest/test.sh \
linhex/timeslip1/test.sh \
linhex/timeslip1/timeslip1.bc \
+ linhex/timeslip1/timeslip1.cfg \
linhex/timeslip1/timeslip1.connect \
linhex/timeslip1/timeslip1.coord \
linhex/timeslip1/timeslip1.fuldat \
linhex/timeslip1/timeslip1.hist \
- linhex/timeslip1/timeslip1.keyval \
linhex/timeslip1/timeslip1.prop \
linhex/timeslip1/timeslip1.slip \
linhex/timeslip1/timeslip1.statevar \
@@ -317,11 +317,11 @@
lintet/patchtest/runtests-red-incomp.com \
lintet/powertest/ESF.cfg \
lintet/powertest/powertest.bc \
+ lintet/powertest/powertest.cfg \
lintet/powertest/powertest.connect \
lintet/powertest/powertest.coord \
lintet/powertest/powertest.fuldat \
lintet/powertest/powertest.hist \
- lintet/powertest/powertest.keyval \
lintet/powertest/powertest.prop \
lintet/powertest/powertest.statevar \
lintet/powertest/powertest.time \
@@ -385,9 +385,9 @@
quadhex/bm1a/bm1a.time \
quadhex/bm1a/pylith3d.cfg \
quadhex/bm1a/test.sh \
- quadhex/patchtest/pt-bbar.keyval \
+ quadhex/patchtest/pt-bbar.cfg \
quadhex/patchtest/pt-incomp.prop \
- quadhex/patchtest/pt-red.keyval \
+ quadhex/patchtest/pt-red.cfg \
quadhex/patchtest/pt1.bc \
quadhex/patchtest/pt1.connect \
quadhex/patchtest/pt1.coord \
@@ -425,9 +425,9 @@
quadtet/bm1a/bm1a.time \
quadtet/bm1a/pylith3d.cfg \
quadtet/bm1a/test.sh \
- quadtet/patchtest/pt-bbar.keyval \
+ quadtet/patchtest/pt-bbar.cfg \
quadtet/patchtest/pt-incomp.prop \
- quadtet/patchtest/pt-red.keyval \
+ quadtet/patchtest/pt-red.cfg \
quadtet/patchtest/pt1.bc \
quadtet/patchtest/pt1.connect \
quadtet/patchtest/pt1.coord \
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm1/bm1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm1/bm1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm1/bm1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm1/bm1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,99 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for SCEC BM 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. This is now all controlled by PETSc command-line
+# arguments. The only option now specified in this file is whether to
+# use the solution from the previous time step as the starting guess
+# for the current time step.
+#
+#usePreviousDisplacementFlag = 0
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = Full
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+#gravityZ = 0.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, with the option of
+# using alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+#prestressAutoCompute = False
+#prestressAutoChangeElasticProperties = False
+#prestressAutoComputePoisson = 0.49
+#prestressAutoComputeYoungs = 1.0e30*Pa
+#
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
+#f77UcdOutput = 13
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm1/bm1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm1/bm1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm1/bm1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,98 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for SCEC BM 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. This is now all controlled by PETSc command-line
-# arguments. The only option now specified in this file is whether to
-# use the solution from the previous time step as the starting guess
-# for the current time step.
-#
-#usePreviousDisplacementFlag = 0
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = Full
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-#gravityZ = 0.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, with the option of
-# using alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-#prestressAutoCompute = False
-#prestressAutoChangeElasticProperties = False
-#prestressAutoComputePoisson = 0.49
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
-#f77UcdOutput = 13
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm1a/bm1a.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm1a/bm1a.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm1a/bm1a.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm1a/bm1a.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,99 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for SCEC BM 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. This is now all controlled by PETSc command-line
+# arguments. The only option now specified in this file is whether to
+# use the solution from the previous time step as the starting guess
+# for the current time step.
+#
+#usePreviousDisplacementFlag = 0
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = Full
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+#gravityZ = 0.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, with the option of
+# using alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+#prestressAutoCompute = False
+#prestressAutoChangeElasticProperties = False
+#prestressAutoComputePoisson = 0.49
+#prestressAutoComputeYoungs = 1.0e30*Pa
+#
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
+#f77UcdOutput = 13
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm1a/bm1a.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm1a/bm1a.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm1a/bm1a.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,98 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for SCEC BM 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. This is now all controlled by PETSc command-line
-# arguments. The only option now specified in this file is whether to
-# use the solution from the previous time step as the starting guess
-# for the current time step.
-#
-#usePreviousDisplacementFlag = 0
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = Full
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-#gravityZ = 0.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, with the option of
-# using alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-#prestressAutoCompute = False
-#prestressAutoChangeElasticProperties = False
-#prestressAutoComputePoisson = 0.49
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
-#f77UcdOutput = 13
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm2a/bm2a.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm2a/bm2a.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm2a/bm2a.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm2a/bm2a.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,120 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for SCEC BM 2.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Full"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, using an alternate
+# value for Poisson's ratio. If prestressAutoComputePoisson is set to a
+# negative value, the original Poisson's ratio is used. Each prestress
+# component may also be scaled. This option is only useful if the
+# prestresses are read from a file (and not automatically computed).
+#
+#prestressAutoCompute = False
+#prestressQuadrature = 1
+#prestressAutoComputePoisson = -0.49
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm2a/bm2a.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm2a/bm2a.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/bm2a/bm2a.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,119 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for SCEC BM 2.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Full"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, using an alternate
-# value for Poisson's ratio. If prestressAutoComputePoisson is set to a
-# negative value, the original Poisson's ratio is used. Each prestress
-# component may also be scaled. This option is only useful if the
-# prestresses are read from a file (and not automatically computed).
-#
-#prestressAutoCompute = False
-#prestressQuadrature = 1
-#prestressAutoComputePoisson = -0.49
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt-bbar.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt-bbar.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt-bbar.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt-bbar.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,119 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for patchtest 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+#displacementAccuracyMult = 1.0
+#forceAccuracyMult = 1.0
+#energyAccuracyMult = 1.0
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+#gravityZ = 0.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, using an alternate
+# value for Poisson's ratio. If prestressAutoComputePoisson is set to a
+# negative value, the original Poisson's ratio is used. Each prestress
+# component may also be scaled. This option is only useful if the
+# prestresses are read from a file (and not automatically computed).
+#
+#prestressAutoCompute = False
+#prestressAutoComputePoisson = -0.49
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt-bbar.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt-bbar.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt-bbar.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,118 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for patchtest 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-#displacementAccuracyMult = 1.0
-#forceAccuracyMult = 1.0
-#energyAccuracyMult = 1.0
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-#gravityZ = 0.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, using an alternate
-# value for Poisson's ratio. If prestressAutoComputePoisson is set to a
-# negative value, the original Poisson's ratio is used. Each prestress
-# component may also be scaled. This option is only useful if the
-# prestresses are read from a file (and not automatically computed).
-#
-#prestressAutoCompute = False
-#prestressAutoComputePoisson = -0.49
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt-red.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt-red.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt-red.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt-red.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,119 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for patchtest 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+#displacementAccuracyMult = 1.0
+#forceAccuracyMult = 1.0
+#energyAccuracyMult = 1.0
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+quadratureOrder = "Reduced"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+#gravityZ = 0.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, using an alternate
+# value for Poisson's ratio. If prestressAutoComputePoisson is set to a
+# negative value, the original Poisson's ratio is used. Each prestress
+# component may also be scaled. This option is only useful if the
+# prestresses are read from a file (and not automatically computed).
+#
+#prestressAutoCompute = False
+#prestressAutoComputePoisson = -0.49
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt-red.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt-red.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt-red.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,118 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for patchtest 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-#displacementAccuracyMult = 1.0
-#forceAccuracyMult = 1.0
-#energyAccuracyMult = 1.0
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-quadratureOrder = "Reduced"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-#gravityZ = 0.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, using an alternate
-# value for Poisson's ratio. If prestressAutoComputePoisson is set to a
-# negative value, the original Poisson's ratio is used. Each prestress
-# component may also be scaled. This option is only useful if the
-# prestresses are read from a file (and not automatically computed).
-#
-#prestressAutoCompute = False
-#prestressAutoComputePoisson = -0.49
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,119 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for patchtest 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+#displacementAccuracyMult = 1.0
+#forceAccuracyMult = 1.0
+#energyAccuracyMult = 1.0
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Full"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+#gravityZ = 0.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, using an alternate
+# value for Poisson's ratio. If prestressAutoComputePoisson is set to a
+# negative value, the original Poisson's ratio is used. Each prestress
+# component may also be scaled. This option is only useful if the
+# prestresses are read from a file (and not automatically computed).
+#
+#prestressAutoCompute = False
+#prestressAutoComputePoisson = -0.49
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/patchtest/pt1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,118 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for patchtest 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-#displacementAccuracyMult = 1.0
-#forceAccuracyMult = 1.0
-#energyAccuracyMult = 1.0
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Full"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-#gravityZ = 0.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, using an alternate
-# value for Poisson's ratio. If prestressAutoComputePoisson is set to a
-# negative value, the original Poisson's ratio is used. Each prestress
-# component may also be scaled. This option is only useful if the
-# prestresses are read from a file (and not automatically computed).
-#
-#prestressAutoCompute = False
-#prestressAutoComputePoisson = -0.49
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertest/powertest.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertest/powertest.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertest/powertest.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertest/powertest.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,98 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for SCEC BM 2.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. This is now all controlled by PETSc command-line
+# arguments. The only option now specified in this file is whether to
+# use the solution from the previous time step as the starting guess
+# for the current time step.
+#
+# usePreviousDisplacementFlag = 0
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Full"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+#gravityZ = 0.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, with the option of
+# using alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+#prestressAutoCompute = False
+#prestressAutoChangeElasticProperties = False
+#prestressAutoComputePoisson = 0.49
+#prestressAutoComputeYoungs = 1.0e30*Pa
+#
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertest/powertest.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertest/powertest.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertest/powertest.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,97 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for SCEC BM 2.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. This is now all controlled by PETSc command-line
-# arguments. The only option now specified in this file is whether to
-# use the solution from the previous time step as the starting guess
-# for the current time step.
-#
-# usePreviousDisplacementFlag = 0
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Full"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-#gravityZ = 0.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, with the option of
-# using alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-#prestressAutoCompute = False
-#prestressAutoChangeElasticProperties = False
-#prestressAutoComputePoisson = 0.49
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,98 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for SCEC BM 2.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. This is now all controlled by PETSc command-line
+# arguments. The only option now specified in this file is whether to
+# use the solution from the previous time step as the starting guess
+# for the current time step.
+#
+# usePreviousDisplacementFlag = 0
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Full"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+#gravityZ = 0.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, with the option of
+# using alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+#prestressAutoCompute = False
+#prestressAutoChangeElasticProperties = False
+#prestressAutoComputePoisson = 0.49
+#prestressAutoComputeYoungs = 1.0e30*Pa
+#
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/powertestesf/powertestesf.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,97 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for SCEC BM 2.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. This is now all controlled by PETSc command-line
-# arguments. The only option now specified in this file is whether to
-# use the solution from the previous time step as the starting guess
-# for the current time step.
-#
-# usePreviousDisplacementFlag = 0
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Full"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-#gravityZ = 0.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, with the option of
-# using alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-#prestressAutoCompute = False
-#prestressAutoChangeElasticProperties = False
-#prestressAutoComputePoisson = 0.49
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test1/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test1/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test1/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test1/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+#prestressAutoCompute = True
+#prestressAutoChangeElasticProps = True
+#prestressAutoComputePoisson = 0.4999
+#prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test1/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test1/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test1/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-#prestressAutoCompute = True
-#prestressAutoChangeElasticProps = True
-#prestressAutoComputePoisson = 0.4999
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test10/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test10/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test10/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test10/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+prestressAutoCompute = True
+#prestressAutoChangeElasticProps = True
+#prestressAutoComputePoisson = 0.4999
+#prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test10/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test10/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test10/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-prestressAutoCompute = True
-#prestressAutoChangeElasticProps = True
-#prestressAutoComputePoisson = 0.4999
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test11/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test11/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test11/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test11/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+prestressAutoCompute = True
+prestressAutoChangeElasticProps = True
+prestressAutoComputePoisson = 0.4999
+prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test11/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test11/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test11/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-prestressAutoCompute = True
-prestressAutoChangeElasticProps = True
-prestressAutoComputePoisson = 0.4999
-prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test12/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test12/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test12/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test12/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+prestressAutoCompute = True
+prestressAutoChangeElasticProps = True
+prestressAutoComputePoisson = 0.4999
+prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test12/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test12/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test12/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-prestressAutoCompute = True
-prestressAutoChangeElasticProps = True
-prestressAutoComputePoisson = 0.4999
-prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test2/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test2/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test2/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test2/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+prestressAutoCompute = True
+#prestressAutoChangeElasticProps = True
+#prestressAutoComputePoisson = 0.4999
+#prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test2/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test2/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test2/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-prestressAutoCompute = True
-#prestressAutoChangeElasticProps = True
-#prestressAutoComputePoisson = 0.4999
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test3/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test3/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test3/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test3/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+prestressAutoCompute = True
+prestressAutoChangeElasticProps = True
+prestressAutoComputePoisson = 0.4999
+prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test3/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test3/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test3/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-prestressAutoCompute = True
-prestressAutoChangeElasticProps = True
-prestressAutoComputePoisson = 0.4999
-prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test4/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test4/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test4/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test4/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+prestressAutoCompute = True
+prestressAutoChangeElasticProps = True
+prestressAutoComputePoisson = 0.4999
+prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test4/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test4/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test4/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-prestressAutoCompute = True
-prestressAutoChangeElasticProps = True
-prestressAutoComputePoisson = 0.4999
-prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test5/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test5/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test5/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test5/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+#prestressAutoCompute = True
+#prestressAutoChangeElasticProps = True
+#prestressAutoComputePoisson = 0.4999
+#prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test5/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test5/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test5/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-#prestressAutoCompute = True
-#prestressAutoChangeElasticProps = True
-#prestressAutoComputePoisson = 0.4999
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test6/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test6/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test6/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test6/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+prestressAutoCompute = True
+#prestressAutoChangeElasticProps = True
+#prestressAutoComputePoisson = 0.4999
+#prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test6/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test6/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test6/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-prestressAutoCompute = True
-#prestressAutoChangeElasticProps = True
-#prestressAutoComputePoisson = 0.4999
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test7/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test7/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test7/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test7/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+prestressAutoCompute = True
+prestressAutoChangeElasticProps = True
+prestressAutoComputePoisson = 0.4999
+prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test7/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test7/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test7/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-prestressAutoCompute = True
-prestressAutoChangeElasticProps = True
-prestressAutoComputePoisson = 0.4999
-prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test8/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test8/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test8/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test8/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+prestressAutoCompute = True
+prestressAutoChangeElasticProps = True
+prestressAutoComputePoisson = 0.4999
+prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test8/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test8/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test8/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-prestressAutoCompute = True
-prestressAutoChangeElasticProps = True
-prestressAutoComputePoisson = 0.4999
-prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test9/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test9/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test9/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test9/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+#prestressAutoCompute = True
+#prestressAutoChangeElasticProps = True
+#prestressAutoComputePoisson = 0.4999
+#prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test9/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test9/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/elas-test9/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-#prestressAutoCompute = True
-#prestressAutoChangeElasticProps = True
-#prestressAutoComputePoisson = 0.4999
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test1/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test1/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test1/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test1/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+#prestressAutoCompute = True
+#prestressAutoChangeElasticProps = True
+#prestressAutoComputePoisson = 0.4999
+#prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test1/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test1/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test1/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-#prestressAutoCompute = True
-#prestressAutoChangeElasticProps = True
-#prestressAutoComputePoisson = 0.4999
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test10/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test10/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test10/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test10/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+prestressAutoCompute = True
+#prestressAutoChangeElasticProps = True
+#prestressAutoComputePoisson = 0.4999
+#prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test10/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test10/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test10/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-prestressAutoCompute = True
-#prestressAutoChangeElasticProps = True
-#prestressAutoComputePoisson = 0.4999
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test11/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test11/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test11/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test11/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+prestressAutoCompute = True
+prestressAutoChangeElasticProps = True
+prestressAutoComputePoisson = 0.4999
+prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test11/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test11/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test11/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-prestressAutoCompute = True
-prestressAutoChangeElasticProps = True
-prestressAutoComputePoisson = 0.4999
-prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test12/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test12/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test12/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test12/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+prestressAutoCompute = True
+prestressAutoChangeElasticProps = True
+prestressAutoComputePoisson = 0.4999
+prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test12/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test12/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test12/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-prestressAutoCompute = True
-prestressAutoChangeElasticProps = True
-prestressAutoComputePoisson = 0.4999
-prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test2/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test2/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test2/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test2/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+prestressAutoCompute = True
+#prestressAutoChangeElasticProps = True
+#prestressAutoComputePoisson = 0.4999
+#prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test2/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test2/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test2/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-prestressAutoCompute = True
-#prestressAutoChangeElasticProps = True
-#prestressAutoComputePoisson = 0.4999
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test3/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test3/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test3/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test3/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+prestressAutoCompute = True
+prestressAutoChangeElasticProps = True
+prestressAutoComputePoisson = 0.4999
+prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test3/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test3/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test3/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-prestressAutoCompute = True
-prestressAutoChangeElasticProps = True
-prestressAutoComputePoisson = 0.4999
-prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test4/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test4/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test4/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test4/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+prestressAutoCompute = True
+prestressAutoChangeElasticProps = True
+prestressAutoComputePoisson = 0.4999
+prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test4/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test4/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test4/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-prestressAutoCompute = True
-prestressAutoChangeElasticProps = True
-prestressAutoComputePoisson = 0.4999
-prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test5/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test5/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test5/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test5/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+#prestressAutoCompute = True
+#prestressAutoChangeElasticProps = True
+#prestressAutoComputePoisson = 0.4999
+#prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test5/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test5/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test5/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-#prestressAutoCompute = True
-#prestressAutoChangeElasticProps = True
-#prestressAutoComputePoisson = 0.4999
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test6/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test6/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test6/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test6/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+prestressAutoCompute = True
+#prestressAutoChangeElasticProps = True
+#prestressAutoComputePoisson = 0.4999
+#prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test6/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test6/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test6/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-prestressAutoCompute = True
-#prestressAutoChangeElasticProps = True
-#prestressAutoComputePoisson = 0.4999
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test7/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test7/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test7/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test7/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+prestressAutoCompute = True
+prestressAutoChangeElasticProps = True
+prestressAutoComputePoisson = 0.4999
+prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test7/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test7/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test7/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-prestressAutoCompute = True
-prestressAutoChangeElasticProps = True
-prestressAutoComputePoisson = 0.4999
-prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test8/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test8/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test8/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test8/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+prestressAutoCompute = True
+prestressAutoChangeElasticProps = True
+prestressAutoComputePoisson = 0.4999
+prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test8/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test8/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test8/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-prestressAutoCompute = True
-prestressAutoChangeElasticProps = True
-prestressAutoComputePoisson = 0.4999
-prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test9/ps1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test9/ps1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test9/ps1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test9/ps1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,121 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for prestress test 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+displacementAccuracyMult = 0.001
+forceAccuracyMult = 0.001
+energyAccuracyMult = 0.00001
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+gravityZ = -10.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, optionally using
+# alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+#prestressAutoCompute = True
+#prestressAutoChangeElasticProps = True
+#prestressAutoComputePoisson = 0.4999
+#prestressAutoComputeYoungs = 1.0e30*Pa
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test9/ps1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test9/ps1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/ps1/vis-test9/ps1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,120 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for prestress test 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-displacementAccuracyMult = 0.001
-forceAccuracyMult = 0.001
-energyAccuracyMult = 0.00001
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-gravityZ = -10.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, optionally using
-# alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-#prestressAutoCompute = True
-#prestressAutoChangeElasticProps = True
-#prestressAutoComputePoisson = 0.4999
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/slip1/slip1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/slip1/slip1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/slip1/slip1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/slip1/slip1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,99 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for SCEC BM 5.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. This is now all controlled by PETSc command-line
+# arguments. The only option now specified in this file is whether to
+# use the solution from the previous time step as the starting guess
+# for the current time step.
+#
+#usePreviousDisplacementFlag = 0
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = Full
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+#gravityZ = 0.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, with the option of
+# using alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+#prestressAutoCompute = False
+#prestressAutoChangeElasticProperties = False
+#prestressAutoComputePoisson = 0.49
+#prestressAutoComputeYoungs = 1.0e30*Pa
+#
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
+#f77UcdOutput = 13
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/slip1/slip1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/slip1/slip1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/slip1/slip1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,98 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for SCEC BM 5.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. This is now all controlled by PETSc command-line
-# arguments. The only option now specified in this file is whether to
-# use the solution from the previous time step as the starting guess
-# for the current time step.
-#
-#usePreviousDisplacementFlag = 0
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = Full
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-#gravityZ = 0.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, with the option of
-# using alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-#prestressAutoCompute = False
-#prestressAutoChangeElasticProperties = False
-#prestressAutoComputePoisson = 0.49
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
-#f77UcdOutput = 13
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/splittest/splittest.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/splittest/splittest.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/splittest/splittest.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/splittest/splittest.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,119 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for patchtest 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+#displacementAccuracyMult = 1.0
+#forceAccuracyMult = 1.0
+#energyAccuracyMult = 1.0
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Full"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+#gravityZ = 0.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, using an alternate
+# value for Poisson's ratio. If prestressAutoComputePoisson is set to a
+# negative value, the original Poisson's ratio is used. Each prestress
+# component may also be scaled. This option is only useful if the
+# prestresses are read from a file (and not automatically computed).
+#
+#prestressAutoCompute = False
+#prestressAutoComputePoisson = -0.49
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/splittest/splittest.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/splittest/splittest.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/splittest/splittest.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,118 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for patchtest 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-#displacementAccuracyMult = 1.0
-#forceAccuracyMult = 1.0
-#energyAccuracyMult = 1.0
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Full"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-#gravityZ = 0.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, using an alternate
-# value for Poisson's ratio. If prestressAutoComputePoisson is set to a
-# negative value, the original Poisson's ratio is used. Each prestress
-# component may also be scaled. This option is only useful if the
-# prestresses are read from a file (and not automatically computed).
-#
-#prestressAutoCompute = False
-#prestressAutoComputePoisson = -0.49
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/timeslip1/timeslip1.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/timeslip1/timeslip1.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/timeslip1/timeslip1.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/timeslip1/timeslip1.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,99 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for SCEC BM 5.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. This is now all controlled by PETSc command-line
+# arguments. The only option now specified in this file is whether to
+# use the solution from the previous time step as the starting guess
+# for the current time step.
+#
+#usePreviousDisplacementFlag = 0
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = Full
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+#gravityZ = 0.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, with the option of
+# using alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+#prestressAutoCompute = False
+#prestressAutoChangeElasticProperties = False
+#prestressAutoComputePoisson = 0.49
+#prestressAutoComputeYoungs = 1.0e30*Pa
+#
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
+#f77UcdOutput = 13
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/timeslip1/timeslip1.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/timeslip1/timeslip1.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/linhex/timeslip1/timeslip1.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,98 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for SCEC BM 5.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. This is now all controlled by PETSc command-line
-# arguments. The only option now specified in this file is whether to
-# use the solution from the previous time step as the starting guess
-# for the current time step.
-#
-#usePreviousDisplacementFlag = 0
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = Full
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-#gravityZ = 0.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, with the option of
-# using alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-#prestressAutoCompute = False
-#prestressAutoChangeElasticProperties = False
-#prestressAutoComputePoisson = 0.49
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
-#f77UcdOutput = 13
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/powertest/powertest.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/powertest/powertest.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/powertest/powertest.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/powertest/powertest.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,98 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for SCEC BM 2.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. This is now all controlled by PETSc command-line
+# arguments. The only option now specified in this file is whether to
+# use the solution from the previous time step as the starting guess
+# for the current time step.
+#
+# usePreviousDisplacementFlag = 0
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+#quadratureOrder = "Full"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+#gravityZ = 0.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, with the option of
+# using alternative values for Poisson's ratio and Young's modulus.
+# Each prestress component may also be scaled. This option is only
+# useful if the prestresses are read from a file (and not automatically
+# computed).
+#
+#prestressAutoCompute = False
+#prestressAutoChangeElasticProperties = False
+#prestressAutoComputePoisson = 0.49
+#prestressAutoComputeYoungs = 1.0e30*Pa
+#
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/powertest/powertest.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/powertest/powertest.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/lintet/powertest/powertest.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,97 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for SCEC BM 2.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. This is now all controlled by PETSc command-line
-# arguments. The only option now specified in this file is whether to
-# use the solution from the previous time step as the starting guess
-# for the current time step.
-#
-# usePreviousDisplacementFlag = 0
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-#quadratureOrder = "Full"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-#gravityZ = 0.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, with the option of
-# using alternative values for Poisson's ratio and Young's modulus.
-# Each prestress component may also be scaled. This option is only
-# useful if the prestresses are read from a file (and not automatically
-# computed).
-#
-#prestressAutoCompute = False
-#prestressAutoChangeElasticProperties = False
-#prestressAutoComputePoisson = 0.49
-#prestressAutoComputeYoungs = 1.0e30*Pa
-#
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadhex/patchtest/pt-bbar.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadhex/patchtest/pt-bbar.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadhex/patchtest/pt-bbar.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadhex/patchtest/pt-bbar.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,119 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for patchtest 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+#displacementAccuracyMult = 1.0
+#forceAccuracyMult = 1.0
+#energyAccuracyMult = 1.0
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+#gravityZ = 0.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, using an alternate
+# value for Poisson's ratio. If prestressAutoComputePoisson is set to a
+# negative value, the original Poisson's ratio is used. Each prestress
+# component may also be scaled. This option is only useful if the
+# prestresses are read from a file (and not automatically computed).
+#
+#prestressAutoCompute = False
+#prestressAutoComputePoisson = -0.49
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadhex/patchtest/pt-bbar.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadhex/patchtest/pt-bbar.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadhex/patchtest/pt-bbar.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,118 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for patchtest 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-#displacementAccuracyMult = 1.0
-#forceAccuracyMult = 1.0
-#energyAccuracyMult = 1.0
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-#gravityZ = 0.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, using an alternate
-# value for Poisson's ratio. If prestressAutoComputePoisson is set to a
-# negative value, the original Poisson's ratio is used. Each prestress
-# component may also be scaled. This option is only useful if the
-# prestresses are read from a file (and not automatically computed).
-#
-#prestressAutoCompute = False
-#prestressAutoComputePoisson = -0.49
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadhex/patchtest/pt-red.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadhex/patchtest/pt-red.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadhex/patchtest/pt-red.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadhex/patchtest/pt-red.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,119 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for patchtest 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+#displacementAccuracyMult = 1.0
+#forceAccuracyMult = 1.0
+#energyAccuracyMult = 1.0
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+quadratureOrder = "Reduced"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+#gravityZ = 0.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, using an alternate
+# value for Poisson's ratio. If prestressAutoComputePoisson is set to a
+# negative value, the original Poisson's ratio is used. Each prestress
+# component may also be scaled. This option is only useful if the
+# prestresses are read from a file (and not automatically computed).
+#
+#prestressAutoCompute = False
+#prestressAutoComputePoisson = -0.49
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadhex/patchtest/pt-red.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadhex/patchtest/pt-red.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadhex/patchtest/pt-red.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,118 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for patchtest 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-#displacementAccuracyMult = 1.0
-#forceAccuracyMult = 1.0
-#energyAccuracyMult = 1.0
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-quadratureOrder = "Reduced"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-#gravityZ = 0.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, using an alternate
-# value for Poisson's ratio. If prestressAutoComputePoisson is set to a
-# negative value, the original Poisson's ratio is used. Each prestress
-# component may also be scaled. This option is only useful if the
-# prestresses are read from a file (and not automatically computed).
-#
-#prestressAutoCompute = False
-#prestressAutoComputePoisson = -0.49
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadtet/patchtest/pt-bbar.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadtet/patchtest/pt-bbar.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadtet/patchtest/pt-bbar.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadtet/patchtest/pt-bbar.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,119 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for patchtest 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+#displacementAccuracyMult = 1.0
+#forceAccuracyMult = 1.0
+#energyAccuracyMult = 1.0
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+quadratureOrder = "Selective"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+#gravityZ = 0.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, using an alternate
+# value for Poisson's ratio. If prestressAutoComputePoisson is set to a
+# negative value, the original Poisson's ratio is used. Each prestress
+# component may also be scaled. This option is only useful if the
+# prestresses are read from a file (and not automatically computed).
+#
+#prestressAutoCompute = False
+#prestressAutoComputePoisson = -0.49
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadtet/patchtest/pt-bbar.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadtet/patchtest/pt-bbar.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadtet/patchtest/pt-bbar.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,118 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for patchtest 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-#displacementAccuracyMult = 1.0
-#forceAccuracyMult = 1.0
-#energyAccuracyMult = 1.0
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-quadratureOrder = "Selective"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-#gravityZ = 0.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, using an alternate
-# value for Poisson's ratio. If prestressAutoComputePoisson is set to a
-# negative value, the original Poisson's ratio is used. Each prestress
-# component may also be scaled. This option is only useful if the
-# prestresses are read from a file (and not automatically computed).
-#
-#prestressAutoCompute = False
-#prestressAutoComputePoisson = -0.49
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
Copied: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadtet/patchtest/pt-red.cfg (from rev 6745, short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadtet/patchtest/pt-red.keyval)
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadtet/patchtest/pt-red.keyval 2007-05-02 01:31:56 UTC (rev 6745)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadtet/patchtest/pt-red.cfg 2007-05-02 02:28:39 UTC (rev 6747)
@@ -0,0 +1,119 @@
+[pylith3d]
+# Example of a keyword=value file to be used with TECTON.
+# In this example, the default values are listed, but commented out.
+# To change a default value, uncomment the appropriate entry and
+# edit the value.
+# With the present implementation, there should not be any spaces
+# before the keyword.
+#
+# Non-default parameters to be used for patchtest 1.
+#
+# Scaling factors applied to Winkler forces. These factors may be
+# used as a quick and easy way of changing the density or gravitational
+# acceleration when Winkler forces are used to simulate gravity.
+#
+#winklerScaleX = 1.0
+#winklerScaleY = 1.0
+#winklerScaleZ = 1.0
+#
+#
+# Parameters controlling stress integration and numerical computation
+# of the tangent material matrix. These default values should be
+# reasonable for most cases.
+#
+#stressTolerance = 1.0e-12*Pa
+#minimumStrainPerturbation = 1.0e-7
+#initialStrainPerturbation = 1.0e-1
+#
+#
+# Parameters controlling the solution of the linear problem at each
+# iteration. At present, the only solution method is preconditioned
+# conjugate gradients. The user can select the preconditioner type,
+# the maximum number of iterations, and the factors controlling
+# convergence. Preconditioner types are as follows:
+# diagonalNoUpdate: Diagonal preconditioning with an initial
+# guess of zero for the displacement vector.
+# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess of zero for the displacement
+# vector.
+# diagonalUpdate: Diagonal preconditioning with an initial
+# guess for the displacement vector corresponding
+# to the displacement vector from the previous
+# time step.
+# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
+# an initial guess for the displacement vector
+# corresponding to the displacement vector from
+# the previous time step.
+#
+# Note that the diagonal preconditioners generally require more iterations,
+# but at less computational cost per iteration. In theory, the more
+# complex preconditioner should work better for more irregular meshes.
+#
+#preconditionerType = "diagonalNoUpdate"
+#maxPcgIterations = 3000
+#displacementAccuracyMult = 1.0
+#forceAccuracyMult = 1.0
+#energyAccuracyMult = 1.0
+#minDisplacementAccuracy = 1.0e-8
+#minForceAccuracy = 1.0e-8
+#minEnergyAccuracy = 1.0e-14
+#
+#
+# Quadrature order for the problem. The options are:
+# Full: Quadrature order that should give the exact
+# element matrices when the elements are
+# geometrically undistorted.
+# Reduced: Quadrature order that is one order less than
+# full quadrature. This option should be used
+# with caution.
+# Selective: Uses Hughes' b-bar formulation to perform
+# reduced quadrature on the dilatational parts of
+# the strain-displacement matrix. This can be
+# useful in nearly-incompressible problems.
+#
+quadratureOrder = "Reduced"
+#
+#
+# Gravitational acceleration in each direction.
+#
+#gravityX = 0.0*m/(s*s)
+#gravityY = 0.0*m/(s*s)
+#gravityZ = 0.0*m/(s*s)
+#
+#
+# Factors controlling computation of prestresses. When gravity is being
+# used, an automatic computation option may be used, using an alternate
+# value for Poisson's ratio. If prestressAutoComputePoisson is set to a
+# negative value, the original Poisson's ratio is used. Each prestress
+# component may also be scaled. This option is only useful if the
+# prestresses are read from a file (and not automatically computed).
+#
+#prestressAutoCompute = False
+#prestressAutoComputePoisson = -0.49
+#prestressScaleXx = 1.0
+#prestressScaleYy = 1.0
+#prestressScaleZz = 1.0
+#prestressScaleXy = 1.0
+#prestressScaleXz = 1.0
+#prestressScaleYz = 1.0
+#
+#
+# Scaling factors applied to differential Winkler forces. Differential
+# Winkler forces are those applied across a slippery node interface, and
+# are generally used to keep the fault locked at certain times. These
+# factors control the magnitudes and provide a simple way of scaling the
+# forces so the fault remains sufficiently 'locked'.
+#
+#winklerSlipScaleX = 1.0
+#winklerSlipScaleY = 1.0
+#winklerSlipScaleZ = 1.0
+#
+#
+# Unit numbers used by f77. These defaults should work for most Unix
+# systems, but may be altered if necessary.
+#
+#f77StandardInput = 5
+#f77StandardOutput = 6
+#f77FileInput = 10
+#f77AsciiOutput = 11
+#f77PlotOutput = 12
Deleted: short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadtet/patchtest/pt-red.keyval
===================================================================
--- short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadtet/patchtest/pt-red.keyval 2007-05-02 02:04:38 UTC (rev 6746)
+++ short/3D/PyLith/branches/pylith-0.8/pylith3d/examples/quadtet/patchtest/pt-red.keyval 2007-05-02 02:28:39 UTC (rev 6747)
@@ -1,118 +0,0 @@
-# Example of a keyword=value file to be used with TECTON.
-# In this example, the default values are listed, but commented out.
-# To change a default value, uncomment the appropriate entry and
-# edit the value.
-# With the present implementation, there should not be any spaces
-# before the keyword.
-#
-# Non-default parameters to be used for patchtest 1.
-#
-# Scaling factors applied to Winkler forces. These factors may be
-# used as a quick and easy way of changing the density or gravitational
-# acceleration when Winkler forces are used to simulate gravity.
-#
-#winklerScaleX = 1.0
-#winklerScaleY = 1.0
-#winklerScaleZ = 1.0
-#
-#
-# Parameters controlling stress integration and numerical computation
-# of the tangent material matrix. These default values should be
-# reasonable for most cases.
-#
-#stressTolerance = 1.0e-12*Pa
-#minimumStrainPerturbation = 1.0e-7
-#initialStrainPerturbation = 1.0e-1
-#
-#
-# Parameters controlling the solution of the linear problem at each
-# iteration. At present, the only solution method is preconditioned
-# conjugate gradients. The user can select the preconditioner type,
-# the maximum number of iterations, and the factors controlling
-# convergence. Preconditioner types are as follows:
-# diagonalNoUpdate: Diagonal preconditioning with an initial
-# guess of zero for the displacement vector.
-# gaussSeidelNoUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess of zero for the displacement
-# vector.
-# diagonalUpdate: Diagonal preconditioning with an initial
-# guess for the displacement vector corresponding
-# to the displacement vector from the previous
-# time step.
-# gaussSeidelUpdate: Symmetrized Gauss-Seidel preconditioner with
-# an initial guess for the displacement vector
-# corresponding to the displacement vector from
-# the previous time step.
-#
-# Note that the diagonal preconditioners generally require more iterations,
-# but at less computational cost per iteration. In theory, the more
-# complex preconditioner should work better for more irregular meshes.
-#
-#preconditionerType = "diagonalNoUpdate"
-#maxPcgIterations = 3000
-#displacementAccuracyMult = 1.0
-#forceAccuracyMult = 1.0
-#energyAccuracyMult = 1.0
-#minDisplacementAccuracy = 1.0e-8
-#minForceAccuracy = 1.0e-8
-#minEnergyAccuracy = 1.0e-14
-#
-#
-# Quadrature order for the problem. The options are:
-# Full: Quadrature order that should give the exact
-# element matrices when the elements are
-# geometrically undistorted.
-# Reduced: Quadrature order that is one order less than
-# full quadrature. This option should be used
-# with caution.
-# Selective: Uses Hughes' b-bar formulation to perform
-# reduced quadrature on the dilatational parts of
-# the strain-displacement matrix. This can be
-# useful in nearly-incompressible problems.
-#
-quadratureOrder = "Reduced"
-#
-#
-# Gravitational acceleration in each direction.
-#
-#gravityX = 0.0*m/(s*s)
-#gravityY = 0.0*m/(s*s)
-#gravityZ = 0.0*m/(s*s)
-#
-#
-# Factors controlling computation of prestresses. When gravity is being
-# used, an automatic computation option may be used, using an alternate
-# value for Poisson's ratio. If prestressAutoComputePoisson is set to a
-# negative value, the original Poisson's ratio is used. Each prestress
-# component may also be scaled. This option is only useful if the
-# prestresses are read from a file (and not automatically computed).
-#
-#prestressAutoCompute = False
-#prestressAutoComputePoisson = -0.49
-#prestressScaleXx = 1.0
-#prestressScaleYy = 1.0
-#prestressScaleZz = 1.0
-#prestressScaleXy = 1.0
-#prestressScaleXz = 1.0
-#prestressScaleYz = 1.0
-#
-#
-# Scaling factors applied to differential Winkler forces. Differential
-# Winkler forces are those applied across a slippery node interface, and
-# are generally used to keep the fault locked at certain times. These
-# factors control the magnitudes and provide a simple way of scaling the
-# forces so the fault remains sufficiently 'locked'.
-#
-#winklerSlipScaleX = 1.0
-#winklerSlipScaleY = 1.0
-#winklerSlipScaleZ = 1.0
-#
-#
-# Unit numbers used by f77. These defaults should work for most Unix
-# systems, but may be altered if necessary.
-#
-#f77StandardInput = 5
-#f77StandardOutput = 6
-#f77FileInput = 10
-#f77AsciiOutput = 11
-#f77PlotOutput = 12
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