Seismosoft | Earthquake Engineering Solutions

I tried this method as well, and in that case, the performance criterion was reached very early, at a scaling factor of 0.5 during the incremental dynamic analysis. However, the loading was continued until the scaling factor reached 1.3 for the global buckling scenario. Does this imply that my frame ...

Hi. I wanted to know if it's possible in SeismoStruct to determine whether a non-compact CFST column is failing due to local buckling rather than global buckling. I understand that stress points can be monitored, but they don't explicitly indicate failure. Even when the ultimate strain of steel is ...