Shear failure of column

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mahipal
Posts: 3
Joined: Thu Jul 15, 2021 6:25 am

Shear failure of column

Post by mahipal »

I am analyzing a 2D RC frame building in OpenSees (tcl). The members are force based nonlinear beam column element. The frame is subjected to a lateral load and columns are expected to fail in shear. The shear behavior is incorporated through section aggregator command. But how we will know that a column is failed in shear? Is there any specific warning which will appear, or we will get some kind of error?
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