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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nima
- Posts: 57
- Joined: Thu Jan 31, 2008 8:48 pm
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by nima » Wed May 14, 2008 7:29 am
Hello,
which elements should be used to consider soil effects for a mat or single foundation ? (p-y , t-z , q-z or .....?)
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pejman_opensees
- Posts: 123
- Joined: Tue Oct 31, 2006 10:40 am
- Location: k.n.toosi University
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by pejman_opensees » Wed May 14, 2008 8:48 am
p-y, t-z and q-z materials are specialized for pile-soil interaction. there are normally used altogether in PSSI model. see the publication of Dr.Bowlanger and you will find your answer.
Pejman
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nima
- Posts: 57
- Joined: Thu Jan 31, 2008 8:48 pm
Post
by nima » Wed May 14, 2008 11:38 pm
Thank you