[cig-commits] [commit] master: fixed some broken links in README_seismic_cpml.html (6aeae32)

cig_noreply at geodynamics.org cig_noreply at geodynamics.org
Tue Feb 25 16:30:29 PST 2014 

Repository : ssh://geoshell/seismic_cpml

On branch  : master
Link       : https://github.com/geodynamics/seismic_cpml/compare/6513217f94220410eabdb3eb13ab9241ca5c1ac4...6aeae3235c8e9a93cf507568565fd368418f81af

>---------------------------------------------------------------

commit 6aeae3235c8e9a93cf507568565fd368418f81af
Author: Dimitri Komatitsch <komatits at users.noreply.github.com>
Date:   Wed Feb 26 01:30:37 2014 +0100

    fixed some broken links in README_seismic_cpml.html


>---------------------------------------------------------------

6aeae3235c8e9a93cf507568565fd368418f81af
 README_seismic_cpml.html | 12 ++++++------
 1 file changed, 6 insertions(+), 6 deletions(-)

diff --git a/README_seismic_cpml.html b/README_seismic_cpml.html
index da27ef2..c8675f0 100644
--- a/README_seismic_cpml.html
+++ b/README_seismic_cpml.html
@@ -30,7 +30,7 @@ solve the two-dimensional or three-dimensional isotropic or
 anisotropic elastic, viscoelastic or poroelastic wave equation using
 a finite-difference method with Convolutional or Auxiliary Perfectly
 Matched Layer (C-PML or ADE-PML) conditions, developed by Dimitri
-Komatitsch and Roland Martin from University of Pau, France. </FONT>
+Komatitsch and Roland Martin from CNRS, France. </FONT>
 </P>
 <P STYLE="margin-bottom: 0in"><FONT COLOR="#000000"><FONT FACE="Liberation Serif, serif"><FONT SIZE=3 STYLE="font-size: 13pt">You
 can get the full source code of the programs at the official Web
@@ -44,7 +44,7 @@ Roland Martin,</B></FONT> <SPAN STYLE="font-variant: normal"><FONT SIZE=3 STYLE=
 unsplit convolutional Perfectly Matched Layer improved at grazing
 incidence for the seismic wave equation</SPAN></FONT></SPAN><FONT SIZE=3 STYLE="font-size: 13pt"><I>,
 Geophysics</I></FONT><FONT SIZE=3 STYLE="font-size: 13pt">, vol.
-72(5), p SM155-SM167, doi: 10.1190/1.2757586 (2007). <A HREF="http://www.komati1/published_papers/geophysics_CPML_2007_elastic_typos_fixed.pdf">Preprint</A> <A HREF="http://komatitsch.free.fr/bibtex_komatitsch.bib">BibTeX</A></FONT></P>
+72(5), p SM155-SM167, doi: 10.1190/1.2757586 (2007). <A HREF="http://www.komati1/preprints/geophysics_CPML_2007_elastic_typos_fixed.pdf">Preprint</A> <A HREF="http://komatitsch.free.fr/bibtex_komatitsch.bib">BibTeX</A></FONT></P>
 <P><FONT SIZE=3 STYLE="font-size: 13pt">It was originally developed
 for Maxwell's equations by Roden and Gedney (2000) (see reference
 below).</FONT></P>
@@ -58,7 +58,7 @@ Journal International</SPAN></I></FONT></SPAN><SPAN STYLE="text-decoration: none
 </SPAN></FONT></SPAN><SPAN STYLE="text-decoration: none"><FONT SIZE=3 STYLE="font-size: 13pt"><SPAN LANG="fr-FR"><SPAN STYLE="font-weight: normal">vol.
 179(1), p. 333-344, </SPAN></SPAN></FONT></SPAN><SPAN STYLE="font-variant: normal"><FONT COLOR="#000000"><SPAN STYLE="text-decoration: none"><FONT FACE="Times New Roman, serif"><FONT SIZE=3 STYLE="font-size: 13pt"><SPAN LANG="fr-FR"><SPAN STYLE="font-style: normal"><SPAN STYLE="font-weight: normal">doi:
 10.1111/j.1365-246X.2009.04278.x </SPAN></SPAN></SPAN></FONT></FONT></SPAN></FONT></SPAN><SPAN STYLE="text-decoration: none"><FONT SIZE=3 STYLE="font-size: 13pt"><SPAN STYLE="font-weight: normal">(2009).</SPAN></FONT></SPAN><FONT COLOR="#000000"><SPAN STYLE="text-decoration: none">
-</SPAN></FONT><FONT COLOR="#000000"><SPAN STYLE="text-decoration: none"><FONT FACE="Times New Roman, serif"><FONT SIZE=3 STYLE="font-size: 13pt"><SPAN LANG="fr-FR"><SPAN STYLE="font-weight: normal"><A HREF="http://komatitsch.free.fr/published_papers/GJI_CPML_2009_viscoelastic.pdf">Preprint</A> <A HREF="http://komatitsch.free.fr/bibtex_komatitsch.bib">BibTeX</A></SPAN></SPAN></FONT></FONT></SPAN></FONT></P>
+</SPAN></FONT><FONT COLOR="#000000"><SPAN STYLE="text-decoration: none"><FONT FACE="Times New Roman, serif"><FONT SIZE=3 STYLE="font-size: 13pt"><SPAN LANG="fr-FR"><SPAN STYLE="font-weight: normal"><A HREF="http://komatitsch.free.fr/preprints/GJI_CPML_2009_viscoelastic.pdf">Preprint</A> <A HREF="http://komatitsch.free.fr/bibtex_komatitsch.bib">BibTeX</A></SPAN></SPAN></FONT></FONT></SPAN></FONT></P>
 <P><FONT SIZE=3 STYLE="font-size: 13pt">An extension to poroelastic
 media is developed in:</FONT></P>
 <P><SPAN STYLE="text-decoration: none"><FONT SIZE=3 STYLE="font-size: 13pt"><B>Roland
@@ -67,7 +67,7 @@ Martin, Dimitri Komatitsch and Abdelaâziz Ezziani</B></FONT></SPAN><FONT SIZE=3
 unsplit convolutional Perfectly Matched Layer improved at grazing
 incidence for seismic wave propagation in poroelastic media</SPAN></FONT></SPAN><FONT SIZE=3 STYLE="font-size: 13pt"><I>,
 Geophysics</I></FONT><FONT SIZE=3 STYLE="font-size: 13pt">, vol.
-73(4), p T51-T61, doi: 10.1190/1.2939484 (2008). <A HREF="http://komatitsch.free.fr/published_papers/geophysics_CPML_2008_poroelastic_typos_fixed.pdf">Preprint</A> <A HREF="http://komatitsch.free.fr/bibtex_komatitsch.bib">BibTeX</A></FONT></P>
+73(4), p T51-T61, doi: 10.1190/1.2939484 (2008). <A HREF="http://komatitsch.free.fr/preprints/geophysics_CPML_2008_poroelastic_typos_fixed.pdf">Preprint</A> <A HREF="http://komatitsch.free.fr/bibtex_komatitsch.bib">BibTeX</A></FONT></P>
 <P><FONT SIZE=3 STYLE="font-size: 13pt">and a variational formulation
 is developed in:</FONT></P>
 <P><SPAN STYLE="text-decoration: none"><FONT SIZE=3 STYLE="font-size: 13pt"><B>Roland
@@ -79,7 +79,7 @@ A variational formulation of a stabilized unsplit convolutional
 perfectly matched layer for the isotropic or anisotropic seismic wave
 equation, </FONT><FONT SIZE=3 STYLE="font-size: 13pt"><I>Computer
 Modeling in Engineering and Sciences</I></FONT><FONT SIZE=3 STYLE="font-size: 13pt">,
-vol. 37(3), p. 274-304 (2008). </FONT><FONT COLOR="#000000"><SPAN STYLE="text-decoration: none"><FONT FACE="Times New Roman, serif"><FONT SIZE=3 STYLE="font-size: 13pt"><SPAN STYLE="font-weight: normal"><A HREF="http://komatitsch.free.fr/published_papers/CMES_cpml_2008.pdf">Preprint</A> <A HREF="http://komatitsch.free.fr/bibtex_komatitsch.bib">BibTeX</A></SPAN></FONT></FONT></SPAN></FONT></P>
+vol. 37(3), p. 274-304 (2008). </FONT><FONT COLOR="#000000"><SPAN STYLE="text-decoration: none"><FONT FACE="Times New Roman, serif"><FONT SIZE=3 STYLE="font-size: 13pt"><SPAN STYLE="font-weight: normal"><A HREF="http://komatitsch.free.fr/preprints/CMES_cpml_2008.pdf">Preprint</A> <A HREF="http://komatitsch.free.fr/bibtex_komatitsch.bib">BibTeX</A></SPAN></FONT></FONT></SPAN></FONT></P>
 <P><FONT SIZE=3 STYLE="font-size: 13pt">An extension to higher-order
 time schemes, called ADE-PML (Auxiliary Differential Equation - PML)
 is developed in:</FONT></P>
@@ -90,7 +90,7 @@ matched layer for the seismic wave equation using Auxiliary
 Differential Equations (ADE-PML), </SPAN></SPAN></FONT></FONT></SPAN></FONT><FONT COLOR="#000000"><SPAN STYLE="text-decoration: none"><FONT FACE="Times New Roman, serif"><FONT SIZE=4><SPAN LANG="fr-FR"><I><SPAN STYLE="font-weight: normal">Computer
 Modeling in Engineering and Sciences</SPAN></I></SPAN></FONT></FONT></SPAN></FONT><FONT COLOR="#000000"><SPAN STYLE="text-decoration: none"><FONT FACE="Times New Roman, serif"><FONT SIZE=4><SPAN LANG="fr-FR"><SPAN STYLE="font-weight: normal">,
 vol. 56(1), p. 17-42 (2010).</SPAN></SPAN></FONT></FONT></SPAN></FONT>
-<FONT SIZE=3 STYLE="font-size: 13pt"><A HREF="http://komatitsch.free.fr/published_papers/CMES_ADE_PML_2010.pdf">Preprint</A> <A HREF="http://komatitsch.free.fr/bibtex_komatitsch.bib">BibTeX</A></FONT></P>
+<FONT SIZE=3 STYLE="font-size: 13pt"><A HREF="http://komatitsch.free.fr/preprints/CMES_ADE_PML_2010.pdf">Preprint</A> <A HREF="http://komatitsch.free.fr/bibtex_komatitsch.bib">BibTeX</A></FONT></P>
 <P><FONT SIZE=3 STYLE="font-size: 13pt">Note that in the case of an
 anisotropic medium the modification made is not strictly speaking
 perfectly matched any more, i.e., not a PML, but rather </FONT><FONT COLOR="#000000"><FONT FACE="Liberation Serif, serif"><FONT SIZE=3 STYLE="font-size: 13pt">a

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