سال انتشار: ۱۳۹۰

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

تعداد صفحات: ۸

نویسنده(ها):

M.H Cheraghi – M.Sc. Graduate Student, Dept. of Civil Engineering, Iran University of Science and Technology, Tehran
a Nicknam – Assistant Professor, Dept. of Civil Engineering, Iran University of Science and Technology, Tehran

چکیده:

In accordance with the 3rd edition of iranian code of practice standard No .2800 use of the static analysis method for irregular structures having more than five stories or 18 meter in height is not perimetted and one of the dynamic analysis methods shall be used. moreover dynamic analyzing should be done either by modal analysis approach or time history analysis through using appropriate ground motions reprsenting the regional seismicity and faulting.