دوره 12، شماره 1 - ( 10-1400 )
جلد 12 شماره 1 صفحات 45-33 |
برگشت به فهرست نسخه ها
Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
Ghasemiazar M, Gholizadeh S. SEISMIC TOPOLOGY OPTIMIZATION AND COLLAPSE SAFETY ANALYSIS OF CHEVRON BRACED FRAMES. IJOCE 2022; 12 (1) :33-45
URL: http://ijoce.iust.ac.ir/article-1-503-fa.html
URL: http://ijoce.iust.ac.ir/article-1-503-fa.html
SEISMIC TOPOLOGY OPTIMIZATION AND COLLAPSE SAFETY ANALYSIS OF CHEVRON BRACED FRAMES. عنوان نشریه. 1400; 12 (1) :33-45
چکیده: (7879 مشاهده)
This study is devoted to seismic collapse safety analysis of performance based optimally seismic designed steel chevron braced frame structures. An efficient meta-heuristic algorithm namely, center of mass optimization is utilized to achieve the seismic optimization process. The seismic collapse performance of the optimally designed steel chevron braced frames is assessed by performing incremental dynamic analysis and determining their adjusted collapse margin ratios. Two design examples of 5-, and 10-story chevron braced frames are illustrated. The numerical results demonstrate that all the performance-based optimal designs are of acceptable seismic collapse safety.
نوع مطالعه: پژوهشي |
موضوع مقاله:
Optimal design
دریافت: 1400/10/28 | پذیرش: 1400/10/30 | انتشار: 1400/10/30
دریافت: 1400/10/28 | پذیرش: 1400/10/30 | انتشار: 1400/10/30
| بازنشر اطلاعات | |
 | این مقاله تحت شرایط Creative Commons Attribution-NonCommercial 4.0 International License قابل بازنشر است. |
