The OpenSees Community

I think this material will only work with truss/corotTruss elements. with these elements the response makes sense.

You can simply use corotTruss or forceBeamColumn element with steel02 material, However you should justify this material before implement it to your model. As i remember Silvia wrote a very useful script for incremental cyclic static analysis, you can find it in the forum. good luck.

Dear Friends I am working on some kind of buckling restrained braced frames and as I understand there is a new uniaxial material type for modeling of BRBFs.(SteelBRB) When I use this material in static cyclic analysis everything is OK and the response looks great, but when i go for dynamic analysis ...