سال انتشار: ۱۳۹۰

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

تعداد صفحات: ۸

نویسنده(ها):

M. A. Hariri Ardebili – postgraduate student of civil eng K.N.toos university of tech tehran
y Zarringhalam – postgraduate student of civil eng K.N.toos university of tech tehran
m Yahyai – associate professor of civil eng K.N.toos university of tech tehran

چکیده:

one of the most recent methods inseismic analysis of structures is endurance time ET method ET is time history based dynamic pushover procedure in which structure are subjected to gradually intensify ing acceleration functions called as endurance time acceleration functions ETAFs and their performance is evaluated based on the length of the time interval that they can satisfy required performance goals.