Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe
Moderators: silvia, selimgunay, Moderators
- Posts: 26
- Joined: Sat Aug 07, 2010 5:31 am
- Location: tongji
Dear Vesna and other users,
if i want to compute the plastic rotation of nonlinearbeamcolumn element,
how can i caputure it with the sectiondeformations?
for an nonlinearbeamcolumn element with 5 Nps,
do i have to output all the sectiondeformations first, then split the recorder
files to compute the rotation?
or can i compute the rotation first with some orders, then output the rotation
- Posts: 3033
- Joined: Tue May 23, 2006 11:23 am
- Location: UC Berkeley
There are several treads on this topic on the message board. If you search the message board you will find the answers to your questions.