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  1. phildude2013

    Modelling shear wall with moment resisting frames in SAP2000 using wide column method

    Hello. I'm new here. I'm doing research using nonlinear static analysis, of 2D shear walls with moment resisting frames in SAP 2000. I'm reading a lot of literature about my methodology, which is to model them like wide columns with rigid beams. What are the supposed nonlinear hinges that I...

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