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Seismic Design

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  • Seismic Design

    I've recently started learning RFEM and am having difficulty with seismic design.On my model, comparable Lateral Force is more than Modal Base Shear. I want to raise modal base shear so that it equals the comparable lateral force. I altered the scale factor, but the equivalent force and modal base shear rose simultaneously.Can somebody tell me how to scale only modal base shear using a scale factor or any other method? I can email you my model if you want to view it and help me.

  • #2
    Can you please upload the RFEM model here. Then I will take a closer look at the problem.

    Frank Faulstich
    Support Team der
    Dlubal Software GmbH
    [email protected]
    https://www.dlubal.com

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