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  1. scarboroughx

    large deflection analysis for a shell structure does not converge

    attached a simple model, but not sure the large deflection analysis results are correct or not, anyone has idea? thanks
  2. scarboroughx

    large deflection analysis for a shell structure does not converge

    how to do this? for example if I have large deflection along U1 direction, should I set "monitired displacement" DOF to U1 right? how about "load applicationcontrol", should I choose "displacement control" thanks
  3. scarboroughx

    large deflection analysis for a shell structure does not converge

    I cann't get any results from this kind of analysis, does any one has solution? thanks
  4. scarboroughx

    Does SAP2000 analyze blast load

    I have building envelope structure need to do blast resistance design. can SAP2000 help me do this?

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