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- Users: mjteixeira
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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...- mjteixeira
- Thread
- Replies: 0
- Forum: Computers and Structures: SAP2000
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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...- mjteixeira
- Thread
- Replies: 1
- Forum: Moment Frame & Shear Wall engineering
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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- mjteixeira
- Post #4
- Forum: Civil/Environmental engineering general discussion
