دوره 10، شماره 4 - ( 7-1399 )                   جلد 10 شماره 4 صفحات 609-595 | برگشت به فهرست نسخه ها

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Nabati A, Gholizadeh S. EVALUATION THE EFFECT OF STRONG COLUMN-WEAK BEAM RATIO ON SEISMIC PERFORMANCE OF OPTIMALLY DESIGNED STEEL MOMENT FRAMES. International Journal of Optimization in Civil Engineering 2020; 10 (4) :595-609
URL: http://ijoce.iust.ac.ir/article-1-454-fa.html
EVALUATION THE EFFECT OF STRONG COLUMN-WEAK BEAM RATIO ON SEISMIC PERFORMANCE OF OPTIMALLY DESIGNED STEEL MOMENT FRAMES. عنوان نشریه. 1399; 10 (4) :595-609

URL: http://ijoce.iust.ac.ir/article-1-454-fa.html


چکیده:   (8574 مشاهده)
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 collapse performance of the optimally designed SMRFs is assessed by performing incremental dynamic analysis (IDA) and determining their adjusted collapse margin ratios. Three design examples of 5-, 10-, and 15-story SMRFs are presented to illustrate the efficiency of the proposed methodology.
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نوع مطالعه: پژوهشي | موضوع مقاله: Optimal design
دریافت: 1399/8/8 | پذیرش: 1399/7/28 | انتشار: 1399/7/28

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