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Hello sir, I scaled down the model to troubleshoot but could not find a solution, please help. Here, i provide the code for 1 bay , 1 storey frame with finite length uniaxial self centering element and a zero length viscous damper in parallel. I get same displacement values for different properties ...

This is a follow up from my previous post. I scaled down the model to troubleshoot but could not find a solution, please help. Here, i provide the code for 1 bay , 1 storey frame with finite length uniaxial self centering element and a zero length viscous damper in parallel. I get same displacement ...

Hello sir, thanks for the advice. I will simplify the model and see what is the issue

Hello guys, I have created a 2-dimensional steel frame with 1 Storey and 5 bays. For each bay I have provided 5 self centering viscous dampers ( self centering element is finite length which is connected in parallel with zero length viscous damper) in chevron braced configuration. The code is runnin...