سال انتشار: ۱۳۹۰

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

تعداد صفحات: ۸

نویسنده(ها):

m KhanMohhamadi – assistant professor college of engineering university of tehran
H. Behnam – M.Sc in earthquake engineering university of tehran

چکیده:

because of the mutiaxial nature of ground shaking under seismic force , walls will be subjected to simultaneous vertical in-plane and out of plane face load response. While the inplane IP response will primarily be a result of the resistance of the wall to inertia force from other parts of the structure , such as floor masses the out of plane OOP response will be due to the inertia mass of the walls themselves responding to the floor level excitation.