I am from India and i have to analyze a building for zone V using non linear time history analysis and suppose that i have raw ground motion data for zone V (past earthquake that occurred in India) , So do we need to do scaling for the raw ground motion data or not from the response spectra given in the code book
Ahmadbek Jalilov
Each area needs an approach based on its location. Seismic zoning of territories is necessary. In this case, it is required that the scales be taken into account separately.
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