Volume 14, Issue 2 (2-2024)
IJOCE 2024, 14(2): 173-187 |
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:
Gholizadeh S, Gheyratmand C. LAYOUT OPTIMIZATION OF TRUSS STRUCTURES USING CENTER OF MASS OPTIMIZATION ALGORITHM. IJOCE 2024; 14 (2) :173-187
URL: http://ijoce.iust.ac.ir/article-1-581-en.html
URL: http://ijoce.iust.ac.ir/article-1-581-en.html
1- Department of Civil Engineering, Urmia University, Urmia, Iran
Abstract: (6765 Views)
The main objective of this paper is to optimize the size and layout of planar truss structures simultaneously. To deal with this challenging type of truss optimization problem, the center of mass optimization (CMO) metaheuristic algorithm is utilized, and an extensive parametric study is conducted to find the best setting of internal parameters of the algorithm. The CMO metaheuristic is based on the physical concept of the center of mass in space. The effectiveness of the CMO metaheuristic is demonstrated through the presentation of three benchmark truss layout optimization problems. The numerical results indicate that the CMO is competitive with other metaheuristics and, in some cases, outperforms them.
Keywords: seismic performance level, steel moment resisting frame, neural network, feed-forward back-propagation.
Type of Study: Research |
Subject:
Optimal design
Received: 2024/03/17 | Accepted: 2024/02/21 | Published: 2024/02/21
Received: 2024/03/17 | Accepted: 2024/02/21 | Published: 2024/02/21
Send email to the article author
| Rights and permissions | |
 | This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License. |
