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theoretical and numerical study on nonlinear behavior of composite steel plate shear walls

عنوان مقاله: theoretical and numerical study on nonlinear behavior of composite steel plate shear walls
شناسه ملی مقاله: ICCE09_263
منتشر شده در نهمین کنگره بین الملی مهندسی عمران در سال 1391
مشخصات نویسندگان مقاله:

masoud kahzaei poul - M.SC student structural engineering research center IIEES
fariborz nateghi -alahi

خلاصه مقاله:
in this paper nonlinear behavior of strengthened steel plate shear walls SPSWs by FRP laminates theoretically and numerically has been investigated in the first part a new method the composite plate frame interaction C-PFI method has been introduced to predict the shear behavior of the composite steel plate shear wall systems CSPSWs. in the second part several models of one -story unstiffened and strengthened SPSWs have been simulated in finite element software and all specimens are subjected to quasi -static cyclic loading.

کلمات کلیدی:
steel plate shear wall , FRP laminate,C-PFI method ,hysteretic , nonlinear analysis

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/165331/