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Dear imansalehi, can you explain more about how to get the rotation?

Dear Ericson Encina，Do you konw how to obtain the rotation of element end by curvature integral？ thanks！

Good day!

How to obtain the rotation at the end of celement end by curvature integral？

help me please！

Hi everyone:
I have established a 3d frame shear wall model, but the model periods of the wall elements using ShellnlDKGQ and ShellMITC4 are very different, and the period of the former is much greater than that of the latter (30% +) . I want to know why. thank u all

Here is the Section.tcl #400x200 section Fiber 4 { fiber 80.5000 180.5000 1521.0000 3 fiber 80.5000 -180.5000 1521.0000 3 fiber -80.5000 180.5000 1521.0000 3 fiber -80.5000 -180.5000 1521.0000 3 fiber -45.7500 -180.5000 1189.5000 3 fiber -45.7500 180.5000 1189.5000 3 fiber -15.2500 -180.5000 1189.50...

Hello,everyone! I am doing pushover analysis on a 2D frame supported shear wall structure. It have converged, but when using recorder to output the stressstrain of reinforcement, it does not converge and no other changes are made. Can someone help me? Thank you Here is the code. wipe model basic -nd...