Since Hinges don't get activated during FNA and I have to provide Links.

I need to know what should be the force deformation values and Effective Damping for Multi linear plastic links at the ends of beams and columns in Nonlinear modal analysis.

I can get the moment curvature curve from section designer but how to input it in a 2 joint link which asks for force deformation values.

More Tariq Anwar Aquib's questions See All
Similar questions and discussions