CIVILICA We Respect the Science
(ناشر تخصصی کنفرانسهای کشور / شماره مجوز انتشارات از وزارت فرهنگ و ارشاد اسلامی: ۸۹۷۱)

Study of Buckling-restrained braces behavior against cyclic loads compared with conventional braces

عنوان مقاله: Study of Buckling-restrained braces behavior against cyclic loads compared with conventional braces
شناسه ملی مقاله: SECM03_035
منتشر شده در سومین کنفرانس بین المللی پژوهش های کاربردی در مهندسی سازه و مدیریت ساخت در سال 1398
مشخصات نویسندگان مقاله:

Amir Azmani Mollabashi - BSc student of Civil engineering, Qom University of technology (QUT), Qom, Iran
Mohammad Amin Mohammadi Alborzi - BSc student of Civil engineering, Qom University of technology (QUT), Qom, Iran
Baitollah Badarloo - Faculty member of Qom University of technology (QUT), Qom, Iran

خلاصه مقاله:
Buckling-restrained braces (BRBs) are able to dissipate a large amount of energy due to their ductile capacity compared with conventional braces. And also their symmetrical and excellent hysteretic behavior helps predicting of their behavior. In this paper a conventional moment resist-chevron brace dual system and a moment resist-BRB dual system is modeled and subjected to a cyclic load up to 6% drift angle ratio using ABAQUS. Energy dissipation and ductility factor of both systems had calculated and compared.

کلمات کلیدی:
Buckling-restrained braces, energy dissipation, hysteretic behavior, ductility, ABAQUS

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/917294/