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Thanks for your answer and suggestion Mr. Selim.
I really appreciate it!

Is there anyone who had been using or experiencing this kind of problem using this limit curve?

Hello, I am working to predict the behavior of a cantilever beam under cyclic loading, before I put any limit state material, all is running good and almost the same with the experimental result (but of course without shear degradation). therefore, I need to put the shear limit state, but it always ...

Thank you for your reply, really appreciate it! Thanks

Hi, Dear all, I am new to OpenSees, and I got the same problem, I try a simple model which is a single fiber column given displacement control loading in order to know the behaviour, I failed to get the result, and this pop ups: WARNING DisplacementControl::domainChanged() - zero reference loadStati...