Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe
Moderators: silvia , selimgunay , Moderators
liwei
Posts: 15 Joined: Sat May 31, 2008 8:26 am
Post
by liwei » Tue Dec 09, 2008 2:28 am
Hello,everyone!
If I want to condensation a freedom .e.g.Mz , in a elasticBeamColumn element, how can I do it?
In fact ,it is a plastic hinge in the end node of the elasticBeamColumn element. How to model it?
silvia
Posts: 3909 Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
Contact:
Post
by silvia » Tue Dec 09, 2008 7:39 am
put two nodes at the same location, connect the other dofs via the equal-dof command....
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
liwei
Posts: 15 Joined: Sat May 31, 2008 8:26 am
Post
by liwei » Tue Dec 09, 2008 6:07 pm
It works!
Thanks a lot! Silvia!