A STUDY ON THE PLASTIC DESIGN OF BRACED MULTI-STORY STEEL FRAMES : Part 4. On the Seismic Design Load Factor of Strong Column-Weak Beam Braced Frames
نویسندگان
چکیده
منابع مشابه
EVALUATION THE EFFECT OF STRONG COLUMN-WEAK BEAM RATIO ON SEISMIC PERFORMANCE OF OPTIMALLY DESIGNED STEEL MOMENT FRAMES
The present work is aimed at assessing the impact of strong column-weak beam (SCWB) criterion on seismic performance of optimally designed steel moment frames. To this end, different SCWB ratios are considered for steel special moment resisting frame (SMRF) structures and performance-based design optimization process is implemented with the aid of an efficient metaheuristic. The seismic collaps...
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ژورنال
عنوان ژورنال: Transactions of the Architectural Institute of Japan
سال: 1979
ISSN: 0387-1185,2433-0027
DOI: 10.3130/aijsaxx.283.0_49