دوره 10، شماره 4 - ( 7-1399 )                   جلد 10 شماره 4 صفحات 668-651 | برگشت به فهرست نسخه ها

XML English Abstract Print


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

Danesh M, Iraji A. PERFORMANCE-BASED LAYOUT OPTIMIZATION FOR BRACED STEEL FRAMES USING FINITE DIFFERENCE ALGORITHM. IJOCE 2020; 10 (4) :651-668
URL: http://ijoce.iust.ac.ir/article-1-457-fa.html
PERFORMANCE-BASED LAYOUT OPTIMIZATION FOR BRACED STEEL FRAMES USING FINITE DIFFERENCE ALGORITHM. عنوان نشریه. 1399; 10 (4) :651-668

URL: http://ijoce.iust.ac.ir/article-1-457-fa.html


چکیده:   (11551 مشاهده)
The efficiency of braced structures depends significantly on structure response under seismic loads. The main design challenge for these type of structures is to select shape, number of spans, and type of connections appropriately. Therefore, introducing an optimized and cost-effective design including a certain level of safety and performance against natural hazards seems to be an inevitable necessity. The present work introduces a performance-based design for braced steel structures as well as an optimized arrangement of braces and connection types via using finite difference algorithm. The results show that the latter two factors are very important and necessary to achieve an optimized design for braced steel structures.
متن کامل [PDF 1528 kb]   (4518 دریافت)    
نوع مطالعه: پژوهشي | موضوع مقاله: Optimal design
دریافت: 1399/8/26 | پذیرش: 1399/7/28 | انتشار: 1399/7/28

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

بازنشر اطلاعات
Creative Commons License این مقاله تحت شرایط Creative Commons Attribution-NonCommercial 4.0 International License قابل بازنشر است.

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

طراحی و برنامه نویسی : یکتاوب افزار شرق

© 2024 CC BY-NC 4.0 | Iran University of Science & Technology

Designed & Developed by : Yektaweb