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Ok. thanks. I will try. You can see my model in attachment (first message).

Thanks for your answer! I will try with a hinge element. Are you totaly sure that Link element can't have failure. Because I think when I give him force-displacment dependent i give him maximum force that he can bare. Or there is another way of giving the maximum force?

Maybe this link can help you: https://wiki.csiberkeley.com/display/tutorials/Tuned+mass+damper

Hi, I'm hoping to get SAP to highlight the failing NLLink elements in my structure). I understand that the design function is able to check for and highlight the failing steel and concrete elements. I made a simple frame, with Linear Link element on diagonal, I also made the same frame with...