سال انتشار: ۱۳۹۰

محل انتشار: ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله

تعداد صفحات: ۷

نویسنده(ها):

p Ashtari – Department of Civil Engineering, Zanjan University, Zanjan, Iran
m Gorzin – Department of Civil Engineering, Zanjan University, Zanjan, Iran

چکیده:

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.