Volume 10, Issue 4 (10-2020)
IJOCE 2020, 10(4): 595-609 |
Back to browse issues page
Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
Nabati A, Gholizadeh S. EVALUATION THE EFFECT OF STRONG COLUMN-WEAK BEAM RATIO ON SEISMIC PERFORMANCE OF OPTIMALLY DESIGNED STEEL MOMENT FRAMES. IJOCE 2020; 10 (4) :595-609
URL: http://ijoce.iust.ac.ir/article-1-454-en.html
URL: http://ijoce.iust.ac.ir/article-1-454-en.html
Abstract: (11884 Views)
The present work is aimed at assessing the impact of strong column-weak beam (SCWB) criterion on seismic performance of optimally designed steel moment frames. To this end, different SCWB ratios are considered for steel special moment resisting frame (SMRF) structures and performance-based design optimization process is implemented with the aid of an efficient metaheuristic. The seismic collapse performance of the optimally designed SMRFs is assessed by performing incremental dynamic analysis (IDA) and determining their adjusted collapse margin ratios. Three design examples of 5-, 10-, and 15-story SMRFs are presented to illustrate the efficiency of the proposed methodology.
Keywords: metaheuristic structural optimization, strong column-weak beam rule, performance-based design, seismic collapse performance, steel moment frame
Type of Study: Research |
Subject:
Optimal design
Received: 2020/10/29 | Accepted: 2020/10/19 | Published: 2020/10/19
Received: 2020/10/29 | Accepted: 2020/10/19 | Published: 2020/10/19
| Rights and permissions | |
 | This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License. |
