Volume 9, Issue 3 (6-2019)                   2019, 9(3): 525-541 | Back to browse issues page

XML Print


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

Fazli H. ERFORMANCE-BASED SEISMIC DESIGN OPTIMIZATION OF COMPOSITE MOMENT RESISTING FRAMES WITH CONCERETFILLED STEEL COLUMNS AND STEEL BEAMS. International Journal of Optimization in Civil Engineering. 2019; 9 (3) :525-541
URL: http://ijoce.iust.ac.ir/article-1-404-en.html
Abstract:   (205 Views)
In this paper, an optimization framework is developed for performance-based seismic design of composite moment frames consisting of concrete filled steel box columns and I-shaped steel beams. Material cost of the structure and seismic damage under severe earthquake ground motions are minimized as objective functions. Two design examples are presented to demonstrate the applicability and efficiency of the proposed method. Based on the obtained results, it is concluded that the proposed design optimization approach is capable of producing seismic designs of composite MRFs which are cost effective, provide reliable seismic performance and suffer less damage in the case of a severe earthquake ground motion.
Full-Text [PDF 725 kb]   (62 Downloads)    
Type of Study: Research | Subject: Applications
Received: 2019/02/25 | Accepted: 2019/02/25 | Published: 2019/02/25

Add your comments about this article : Your username or Email:
CAPTCHA code

© 2019 All Rights Reserved | Iran University of Science & Technology

Designed & Developed by : Yektaweb