سال انتشار: ۱۳۹۰

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

تعداد صفحات: ۸

نویسنده(ها):

p Ahadi – Islamic Azad University, Germy Branch, Iran
a Pirmoz – Islamic Azad University, Germy Branch, Iran
v Farajkhah – Islamic Azad University, Germy Branch, Iran

چکیده:

the applicability of extended stiffened end plate ESEP connections used as link -column connection in eccentrically braced frame EBFs with long flexural yielding links was examined in this paper a finite element method FEM was used for this purpose and the validity of the parametric FE models was examined by comparing the numerical results to the results of previously tested specimens. the comparison resulted in acceptable accuracy for the numerical models.