The OpenSees Community

Hello I have modeled a RC MRF using fiber elements and rigid diaphragm. In order to avoid axial forces in beams due to their elongation, I used zerolength elements with low axial stiffness at both ends of beams. Yet, at high intensities in which large drifts are induced, significant axial forces are...

hi I have been using a code to generate RotD the code has been developed by Jawad Fayaz from University of California- Irvine and I downloaded It from openseespydoc site. when I run the code an error occurs (ERROR: No ConvergenceTest yet specified). can anyone help me with this error? here is the co...

Thank you so much Mr mhscott. It was so helpful.

I need to convert a model from opensees to openseespy
is there any way to this fast?
it takes a long time to rewrite the codes in openseespy