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University of Costa Rica

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Prof. Guillermo Santana, C.Eng, P.E., M.ASCE

University of Costa Rica

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RE: Floor response as input for the non-structural components?

Posted By Guillermo Santana 11-16-2019 10:09 PM
Found In Egroup: Integrated Buildings & Structures \ view thread
Think about the "Floor Response Spectra" as the response spectra calculated as if the 'earthquake motion' for your secondary system was simply the floor motion, just as the 'earthquake motion' for any building is the time variation of the motion however way you choose to measure it by. Displacement- ...