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  1. wirty91

    Nonlinear time history analysis and plastic hinges

    Hello, I have been trying to solve with SAP2000 failure mode of planar steel frame under El Centro 1940 earthquake. Static live load on the frame is 2,5kN/m^2. My problem is this, that when I run nonlinear analysis, I'm not able to produce any plastic hinges. Even I scale El Centro earthquake...
  2. wirty91

    SAP2000: Nonlinear Time-History analysis and plastic hinges

    Hello, I have been trying to solve with SAP2000 failure mode of planar steel frame under El Centro 1940 earthquake. Static live load on the frame is 2,5kN/m^2. My problem is this, that when I run nonlinear analysis, I'm not able to produce any plastic hinges. Even I scale El Centro earthquake...

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