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  1. elham87r

    hi everyone! i have a question abo

    hi everyone! i have a question about Chinese code for design of concrete structures "GB50010-2002", how is the effect of ductility on seismic demand accounted? in ASCE/SEI 7-10 (US) there is "Response modification factor (R)" accounting for ductility which is applied to the structural capasity...

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