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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nrojas
- Posts: 15
- Joined: Tue Nov 10, 2009 4:27 am
- Location: University of Puerto Rico
Post
by nrojas »
Hi:
What is the difference between the nonlinear beam-column element and the displacement-based- beam-column element? Which is better?
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pejman_opensees
- Posts: 123
- Joined: Tue Oct 31, 2006 10:40 am
- Location: k.n.toosi University
Post
by pejman_opensees »
Force beam column takes advantage of forced based shape functions which is more robust that displacement formulation.
Pejman