Volume 13, Issue 3 (7-2023)
2023, 13(3): 309-325 |
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, Zaerreza A. OPTIMUM DESIGN OF THE FRAME STRUCTURES USING THE FORCE METHOD AND THREE RECENTLY IMPROVED METAHEURISTIC ALGORITHMS. International Journal of Optimization in Civil Engineering 2023; 13 (3) :309-325
URL: http://ijoce.iust.ac.ir/article-1-556-en.html
URL: http://ijoce.iust.ac.ir/article-1-556-en.html
Abstract: (5319 Views)
In this paper, three recently improved metaheuristic algorithms are utilized for the optimum design of the frame structures using the force method. These algorithms include enhanced colliding bodies optimization (ECBO), improved shuffled Jaya algorithm (IS-Jaya), and Vibrating particles system - statistical regeneration mechanism algorithm (VPS-SRM). The structures considered in this study have a lower degree of statical indeterminacy (DSI) than their degree of kinematical indeterminacy (DKI). Therefore, the force method is the most suitable analysis method for these structures. The robustness and performance of these methods are evaluated by the three design examples named 1-bay 10-story steel frame, 3-bay 15-story steel frame, and 3-bay 24-story steel frame.
Keywords: Enhanced colliding bodies optimization, improved shuffled Jaya algorithm, vibrating particles system - statistical regeneration mechanism algorithm, force method, structural optimization, metaheuristic algorithms
Type of Study: Research |
Subject:
Optimal design
Received: 2023/04/7 | Accepted: 2023/07/19 | Published: 2023/07/19
Received: 2023/04/7 | Accepted: 2023/07/19 | Published: 2023/07/19
| Rights and permissions | |
 | This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License. |
