سال انتشار: ۱۳۹۰
محل انتشار: ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله
تعداد صفحات: ۷
p Ashtari – Department of Civil Engineering, Zanjan University, Zanjan, Iran
m Gorzin – Department of Civil Engineering, Zanjan University, Zanjan, Iran
lateral resistant systems should be chosen to resist earth quake lateral forces and dissipate its energy due to their ductility and their adequate lateral stiffness. T-Resistant system TRS is a proposed type of lateral resistant system consisting of columns with steel I-shaped that is vertically placed from the lowest level of a building up to the upper stories to which deep I- shaped steel beams are horizontally attached. in this paper first of all the proposed seismic resistant system TRS is introduced.