THEORETICAL AND NUMERICAL STUDY ON THE STRENGTHENED STEEL PLATE SHEAR WALLS BY FRP LAMINATES
محل انتشار: ماهنامه بین المللی مهندسی، دوره: 25، شماره: 1
سال انتشار: 1390
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 804
فایل این مقاله در 13 صفحه با فرمت PDF قابل دریافت می باشد
- صدور گواهی نمایه سازی
- من نویسنده این مقاله هستم
استخراج به نرم افزارهای پژوهشی:
شناسه ملی سند علمی:
JR_IJE-25-1_004
تاریخ نمایه سازی: 17 خرداد 1393
چکیده مقاله:
In this paper, nonlinear behavior of strengthened steel plate shear walls (SPSWs) by FRP laminates has been investigated both theoretically and numerically. In the first part, a new method, thecomposite-plate frame Interaction (C-PFI) method , has been introduced to predict the shear behavior ofthe composite steel plate shear wall systems (CSPSWs). In the second part, several models of one-story unstiffened and strengthened SPSWs have been simulated using finite element software, all specimens subjected to quasi-static cyclic loading. Comparison between results of FEM method and C-PFI methodshow that theoretical formulations can well predict nonlinear behavior of CSPSWs. FEM results show that with strengthening infill steel plate on the steel plate shear walls, yield strength, ultimate shear capacity and secant stiffness of SPSWs can be significantly increased. Moreover, in the all strengthenedSPSW the amount of cumulative dissipated energy were increased
کلیدواژه ها:
نویسندگان
m khazaei -poul
Structural Engineering Research Center. IIEES, Tehran, Iran Corresponding Author
f Nateghi-Alahi
Structural Engineering Research Center. IIEES, Tehran, Iran