چکیده مقاله
Semi supported steel shear walls SSSW are lateral load resisting systems In this new type of steel shear walls, the shear wall was not connected directly to the main columns; instead it was connected to the secondary columns that is not under gravity loads and which are used for tension field in plate For reinforcement and improvement of behavior of semi supported steel shear wall, fiber reinforced polymers FRP can be used In this research, nonlinear behavior of composite semi supported steel shear walls CSSSW were resisted by the fiber reinforced polymers FRP were studied The seismic performance factors in the proposed system, were evaluated the effects of FRP's orientation and FRP's thickness The results showed that, installation of FRP increase energy dissipation capacity and ultimate strength In addition, thicken FRP layers up to optimal amount improved composite semi supported steel shear walls CSSSW behavior
کلیدواژهها
نویسندگان
m.a barkhordari
Department of Civil Engineering, Faculty of Engineering, Science and Technology University
m. farokhzad
Department of Civil Engineering, Faculty of Engineering, Science and Technology University
s.e Sadat Kholerdi
Department of Civil Engineering, Faculty of Engineering, Malayer University
شیوه ارجاع
barkhordari, m.a and farokhzad, m. and Sadat Kholerdi, s.e,1394,Analytical study on the effects of orientation and thickness of FRP in the semi-supported steel shear walls reinforced by FRP,10th International Congress on Civil Engineering,Tabriz
ارائهشده در
مجموعه مقالات دهمین کنگره بین المللی مهندسی عمران15 اردیبهشت 1394 · تبریز