Thanks.selimgunay wrote: ↑Wed Dec 16, 2020 10:34 am You can do it using a zerolength section or 1) model a cantilever column, 2) assign a fiber section to it, 3) apply the axial force that you want to compute the moment-curvature for, 4) do a lateral pushover on your column, 5) record the moment-curvature at the bottom integration point
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- Thu Dec 17, 2020 6:27 am
- Forum: OpenSees.exe Users
- Topic: Uncouple Axial Force and Moment in beams
- Replies: 4
- Views: 4318