سال انتشار: ۱۳۹۰

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

تعداد صفحات: ۸

نویسنده(ها):

m KhanMohammadi – Assistant Professor, College of Engineering, University of Tehran, Iran
h Behnam – M.Sc in Earthquake Engineering, University of Tehran, Iran
m.s Marefat – Professor, College of Engineering, University of Tehran, Tehran, Iran
M.A Nahvinia – M.Sc in Earthquake Engineering, University of Tehran, Iran

چکیده:

In most available studied unreinforced masonry URM walls are idealized as rectangular sections while in reality walls demonstrate effective sectional shapes such as U,H,Tand L. despite this face little experimental evidence is available regerding seismic behavior of such walls and consequently only a limited number of regulations regarding their modeling and behavior are found in codes.