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  1. Deeptiranjan

    Modal analysis after the non-linear time history analysis

    Hello everyone, I have modelled a four storey building in SAP2000 and analysed by non-linear time history analysis. Initially I defined all the load pattern, then define the modal analysis. Also, I define the gravity load case as non-linear static load case type considering all the load...
  2. Deeptiranjan

    Collect all the responses in SAP2000

    I run a time history analysis of a eight storey building in Sap2000. I want to collect all the responses of each joint with all the DOFs (i.e. U1,U2,U3,R1,R2,R3). Manually it can be done by selecting each joint separately with the DOFs and display it in the plot function. But I need a...
  3. Deeptiranjan

    Help me to finding out the shear forces and bending moments of each column

    Hello everyone, I have modelled a 4 storey building in SAP2000 using response spectra. It gives displacements at each storey level, shear forces and bending moments of each column. I estimated the displacements at each storey level using the mass matrix and stiffness matrix provided by SAP2000...

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