دوره 3، شماره 2 - ( 3-1392 )                   جلد 3 شماره 2 صفحات 245-257 | برگشت به فهرست نسخه ها

XML English Abstract Print


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

Shakeri K. OPTIMUM WEIGHTED MODE COMBINATION FOR NONLINEAR STATIC ANALYSIS OF STRUCTURES. International Journal of Optimization in Civil Engineering. 2013; 3 (2) :245-257
URL: http://ijoce.iust.ac.ir/article-1-130-fa.html
OPTIMUM WEIGHTED MODE COMBINATION FOR NONLINEAR STATIC ANALYSIS OF STRUCTURES. دانشگاه علم و صنعت ایران. 1392; 3 (2) :245-257

URL: http://ijoce.iust.ac.ir/article-1-130-fa.html


چکیده:   (3926 مشاهده)
In recent years some multi-mode pushover procedures taking into account higher mode effects, have been proposed. The responses of considered modes are combined by the quadratic combination rules, while using the elastic modal combination rules in the inelastic phases is not valid. Here, an optimum weighted mode combination method for nonlinear static analysis is presented. Genetic algorithm is used for optimization of the modal weight. The proposed procedure is applied for a sample building. The results show that the resulted response from the proposed method has minimal error in comparison with the response of the nonlinear time history analysis.
متن کامل [PDF 237 kb]   (1833 دریافت)    
نوع مطالعه: پژوهشي | موضوع مقاله: Optimal analysis
دریافت: ۱۳۹۲/۱/۸ | پذیرش: ۱۳۹۲/۲/۷ | انتشار: ۱۳۹۲/۲/۷

ارسال نظر درباره این مقاله : نام کاربری یا پست الکترونیک شما:
CAPTCHA code

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

طراحی و برنامه نویسی : یکتاوب افزار شرق

© 2018 All Rights Reserved | Iran University of Science & Technology

Designed & Developed by : Yektaweb