Volume 5, Issue 2 (3-2015)
IJOCE 2015, 5(2): 205-225 |
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:
Kaveh A, Ilchi Ghazaan M. STRUCTURAL RELIABILITY ASSESSMENT UTILIZING FOUR METAHEURISTIC ALGORITHMS. IJOCE 2015; 5 (2) :205-225
URL: http://ijoce.iust.ac.ir/article-1-210-en.html
URL: http://ijoce.iust.ac.ir/article-1-210-en.html
Abstract: (18214 Views)
The failure probability of the structures is one of the challenging problems in structural engineering. To obtain the reliability index introduced by Hasofer and Lind, one needs to solve a nonlinear equality constrained optimization problem. In this study, four of the most recent metaheuristic algorithms are utilized for finding the design point and the failure probability of problems with continuous random variables. These algorithms consist of Improved Ray Optimization, Democratic Particle Swarm Optimization, Colliding Bodies Optimization, and Enhanced Colliding Bodies Optimization. The performance of these algorithms is tested on nineteen engineering optimization problems
Type of Study: Research |
Subject:
Optimal design
Received: 2015/03/12 | Accepted: 2015/03/12 | Published: 2015/03/12
Received: 2015/03/12 | Accepted: 2015/03/12 | Published: 2015/03/12
| Rights and permissions | |
 | This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License. |
