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<div class="moz-cite-prefix">Dear all:<br>
<br>
In the context of this discussion, this paper may also be of
interest:<br>
<br>
Helmberger & Vidale, BSSA, 78(1), 109-121<br>
<br>
Sincerely,<br>
<br>
Jeroen Tromp<br>
<br>
<br>
On 2/4/14, 10:12 AM, 汪昕 wrote:<br>
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cite="mid:CABqW8UfCsX=E1CJYr8ZcfXB94-Os2UZZFMpzi94wtAMHJMhT5g@mail.gmail.com"
type="cite">
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<div>Hi, Carl,<br>
</div>
<br>
Thanks a lot for your replying. <br>
<br>
Regarding to moment tensor in 2D for a pure shear source, you
are right about the components. so, for me, i am trying to use
the classical formulas to calculate these components and that is
case of 3D. I cannot find the way to determine moment tensor in
plain-strain problems in papers or reports, so can you give me
some better solutions if i want use moment tensor as seismic
source in 2D? Thanks a lot! <br clear="all">
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-- <br>
Cheers,<br>
Xin<br>
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