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- Tue Jul 20, 2021 7:51 am
- Forum: OpenSees.exe Users
- Topic: Modelling of columns subjected to large axial force
- Replies: 2
- Views: 2974
Modelling of columns subjected to large axial force
Hello everyone. I have some questions, I would appreciate it if you could help me figure it out. I am looking into the performance of a 4-, 8- and 12- Story Chevron brace frame. I have some questions about the modeling of the columns. For the 4 story system, I used 1 force-based beam-column element ...