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  1. chenbaowei

    How to select the seismic response coefficient (Cs) in ASCE/SEI 7-05

    Hi All I have been implementing seismic analysis following ASCE7/SEI 7-05 and I meet a big confusion these days when I plan to calculate the equivalent lateral force procedure base shear to scale design values of combined response for modal response spectrum analysis (Section 12.9 of ASCE/SEI...

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