سال انتشار: ۱۳۹۰

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

تعداد صفحات: ۸

نویسنده(ها):

e Farajpourbonab – Department of Civil Engineering, Pune University, Pune, India
h Showkati – Department of Civil Engineering, Uremia University, Uremia,
s Kute – Department of Civil Engineering, Pune University, Nasik, India
v Inamdar – Department of Civil Engineering, Military college, Pune, India

چکیده:

Perforated -web steel sections have been used as structural members since the second world war in an attempt to enhance the flexural behavior sithout increasing the cost of the material . Nowadays such sections are sidely used in varietly of geometries suitable for vaious loading conditions to improve the seismic performance of concrete composite structures especially when its focusd as steel reinforcement in concrete filled steel tubular SRCFTcolumns.