Thanks for the reply.
And is there any command to check stresses or strains? Actually the idea in creating that Matlab output was to check the strains at some locations in a fiber section. I want to check the strains that I get using recorder command during but not after the analysis.
Search found 4 matches
- Fri Apr 17, 2009 2:36 pm
- Forum: OpenSees.exe Users
- Topic: running Matlab in Opensees
- Replies: 5
- Views: 4998
- Fri Apr 17, 2009 11:52 am
- Forum: OpenSees.exe Users
- Topic: running Matlab in Opensees
- Replies: 5
- Views: 4998
running Matlab in Opensees
Hi, I am doing a pushover analysis and recording the displacements in a Matlab output file in order to make it check each displacement not to exceed a certain value. When you run the Matlab file, if any displacement is larger than that value, it gives "result=FAIL" and exits. Is it possibl...
- Sun Apr 12, 2009 7:45 pm
- Forum: OpenSees.exe Users
- Topic: RC shear wall shear-flexure interaction problem- weird T's
- Replies: 2
- Views: 3923
- Sun Apr 12, 2009 4:03 pm
- Forum: OpenSees.exe Users
- Topic: RC shear wall shear-flexure interaction problem- weird T's
- Replies: 2
- Views: 3923
RC shear wall shear-flexure interaction problem- weird T's
Hi all, I am modelling a nonlinear RC cantilever shear wall using fiber section and implementing section aggregator in order to include flexure-shear interaction. When I don't define shear behaviour I get a reasonable natural period T=0.034. But the problem is, when I include shear behaviour I get i...