ERFORMANCE-BASED SEISMIC DESIGN OPTIMIZATION OF COMPOSITE MOMENT RESISTING FRAMES WITH CONCERETFILLED STEEL COLUMNS AND STEEL BEAMS
عنوان مقاله: ERFORMANCE-BASED SEISMIC DESIGN OPTIMIZATION OF
COMPOSITE MOMENT RESISTING FRAMES WITH CONCERETFILLED STEEL COLUMNS AND STEEL BEAMS
شناسه ملی مقاله: JR_IJOCE-9-3_009
منتشر شده در در سال 1398
شناسه ملی مقاله: JR_IJOCE-9-3_009
منتشر شده در در سال 1398
مشخصات نویسندگان مقاله:
H. Fazli
خلاصه مقاله:
H. Fazli
In this paper, an optimization framework is developed for performance-based seismic design of composite moment frames consisting of concrete filled steel box columns and I-shaped steel beams. Material cost of the structure and seismic damage under severe earthquake ground motions are minimized as objective functions. Two design examples are presented to demonstrate the applicability and efficiency of the proposed method. Based on the obtained results, it is concluded that the proposed design optimization approach is capable of producing seismic designs of composite MRFs which are cost effective, provide reliable seismic performance and suffer less damage in the case of a severe earthquake ground motion.
کلمات کلیدی: Optimization, Performance-based design, Seismic design, Composite structure, Colliding Bodies Optimization
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/1831276/