Can someone help me with the number of fibers required in y and z direction of a force based nonlinear beam-column element?
I have tried several values but I am having issues in the response in pushover analysis, specifically post yielding region. It has a lot of serrations and it is stopping way before the maximum drift.
OpenSees courses: https://courses.silviasbrainery.com/
OpenSees 1-on-1 sessions: https://www.silviasbrainery.com/one-on-one-training
OpenSees blog: www.portwooddigital.com