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  • Users: mjteixeira
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  1. mjteixeira

    park and Ang Damage index

    Dear friends, I intend to effectuate a nonlinear inelastic analysis to a building to obtain the Park and Ang damage index. I am using the IDARC 2D software that automatically calculates it however the IDARC is not very simple to use and because of that I intend to use the SAP2000 My...
  2. mjteixeira

    SAP2000 - Park and Ang Damage Index

    Dear friends, I intend to effectuate a nonlinear inelastic analysis to a building to obtain the Park and Ang damage index. I am using the IDARC 2D software that automatically calculates it however the IDARC is not very simple to use and because of that I intend to use the SAP2000 My...
  3. mjteixeira

    Seismic load

    hi there! I agree with "cvg", the problem can be put in terms of seismic isolation. When somoeone buys a specific equipement the structural engineer/designer must design a bearing for the structure that can isolate/resist the action induced on the equipement due to a seismic action. Miguel

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