Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe
Moderators: silvia, selimgunay, Moderators
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khatibi_m
- Posts: 32
- Joined: Mon Jun 01, 2009 12:57 am
- Location: Kerman
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by khatibi_m »
Dear silvia
I would model soil-structure interaction (2D). I would create a rigid foundation by B*D dimension in my model.
Which element can I use for rigid foundation?
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fmk
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- Joined: Fri Jun 11, 2004 2:33 pm
- Location: UC Berkeley
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Post
by fmk »
if 2 d you could use a Quad element with an elastic material with large stiffness, i.e. a penalty type constraint.
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gholam_007
- Posts: 7
- Joined: Tue Sep 29, 2009 1:01 am
- Location: iran
Post
by gholam_007 »
hi,
in 3d form which element is useful?
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fmk
- Site Admin
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- Joined: Fri Jun 11, 2004 2:33 pm
- Location: UC Berkeley
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by fmk »
a brick element.