دوره 3، شماره 2 - ( 3-1392 )                   جلد 3 شماره 2 صفحات 327-343 | برگشت به فهرست نسخه ها


XML English Abstract Print


Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:

Gholizadeh S, Kamyab R, Dadashi H. PERFORMANCE-BASED DESIGN OPTIMIZATION OF STEEL MOMENT FRAMES. International Journal of Optimization in Civil Engineering. 2013; 3 (2) :327-343
URL: http://ijoce.iust.ac.ir/article-1-136-fa.html
PERFORMANCE-BASED DESIGN OPTIMIZATION OF STEEL MOMENT FRAMES. دانشگاه علم و صنعت ایران. 1392; 3 (2) :327-343

URL: http://ijoce.iust.ac.ir/article-1-136-fa.html


چکیده:   (3848 مشاهده)
This study deals with performance-based design optimization (PBDO) of steel moment frames employing four different metaheuristics consisting of genetic algorithm (GA), ant colony optimization (ACO), harmony search (HS), and particle swarm optimization (PSO). In order to evaluate the seismic capacity of the structures, nonlinear pushover analysis is conducted (PBDO). This method is an iterative process needed to meet code requirements. In the PBDO procedure, the metaheuristics minimize the structural weight subjected to performance constraints on inter-story drift ratios at various performance levels. Two numerical examples are presented demonstrating the superiority of the PSO to the GA, ACO and HS metaheuristic algorithms.
متن کامل [PDF 510 kb]   (2212 دریافت)    
نوع مطالعه: پژوهشي | موضوع مقاله: Optimal design
دریافت: ۱۳۹۲/۲/۵ | پذیرش: ۱۳۹۲/۲/۷ | انتشار: ۱۳۹۲/۲/۷

کلیه حقوق این وب سایت متعلق به دانشگاه علم و صنعت ایران می باشد.

طراحی و برنامه نویسی : یکتاوب افزار شرق

© 2015 All Rights Reserved | Iran University of Science & Technology

Designed & Developed by : Yektaweb