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Just found a solution, ETABS seems to be the only one who let you apply nonlinear hinges on wall panels. Thank you for your answers

I can´t, they don´t provide support to students unfortunately. They say that in the website

Thank you for the answer. If I define layered shells how can I check (after pushover analysis) in which state of plasticity my shell elements are? It's plausible to establish a maximum compression, tension and flexure stresses to compare with the results? I only have stresses, displacements...

Hello, I'm been trying to model a structure with shell elements on SAP2000 to perform a Push Over analysis. The SAP2000 features say that it can do it (check picture attached) but there is no tutorial or any explanation anywhere. It's quite urgent since I'm making my thesis and I can´t advance...