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With the residual post-buckling compressive strength. The AISC341-16 establishes it as 30% of the initial compressive strength

Hello, I am making a SCBF model based on the example of Vesna, but I have the following question: How can I obtain or how do I have to model the brace to obtain the typical bracing hysteresis with its respective post-bending resistance? When I plot the force-displacement curve (using the same regist...

Dear moshref
can you send your TCL brace buckling code to my email? (matias.saavedra93@gmail.com)

Thank you very much