سال انتشار: ۱۳۹۰

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

تعداد صفحات: ۸

نویسنده(ها):

m Shabdin – faculty of civil and environmental engineering tarbiat modares university tehran
m Soltani Mohammadi – faculty of civil and environmental engineering tarbiat modares university tehran

چکیده:

the purpose of this study is to consider the effect of foundation flexibility on the seismic response of reinforced concrete shear walls designed according to displacement based design. For this purpose four shear walls with different heights 4,8,12 and 16 floors have been considered and designed based on the displacement based seismic desing method.