I am trying to calculate the ultimate rotation capacity of a few steel beams and columns with opensees and also calculate the moment-rotation relationship of plastic hinges in this member's.
similar procedures is done via abaqus or other finite element software's , and I am willing to know how can I do it in the opensees ?
I appreciate your help.
computing the ultimate rotation of a steel member
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omidgahremani
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Re: computing the ultimate rotation of a steel member
could you rephrase the question.