Hi,
Can corotational truss explicitly include post-buckling behavior?
Search found 93 matches
- Wed Apr 16, 2008 6:26 am
- Forum: OpenSees.exe Users
- Topic: post-buckling
- Replies: 0
- Views: 1206
- Tue Apr 15, 2008 8:30 am
- Forum: OpenSees.exe Users
- Topic: Please help me
- Replies: 1
- Views: 1213
Please help me
Hi all, I am running a 3D model of a truss to achieve a nonlinear time history analysis (material nonlinearity), when I run the script, this error message appears; UmfpackGenLinSOE::set Size - n 18 nnz288 1Va1 5760 WARNING: CTestNormDispIncr::test<> - failed to converage after: 30 iterations NewtonR...
- Mon Apr 14, 2008 10:59 pm
- Forum: OpenSees.exe Users
- Topic: nonlinear
- Replies: 4
- Views: 1844