Dynamic Arithmetic Optimization Algorithm for Truss Optimization Under Natural Frequency Constraints

被引:100
作者
Khodadadi, Nima [1 ]
Snasel, Vaclav [2 ]
Mirjalili, Seyedali [3 ,4 ]
机构
[1] Iran Univ Sci & Technol, Dept Civil Engn, Tehran 1311416846, Iran
[2] VSB Tech Univ Ostrava, Fac Elect Engn & Comp Sci, Dept Comp Sci, Ostrava 70800, Czech Republic
[3] Torrens Univ Australia, Ctr Artificial Intelligence Res & Optimizat, Adelaide, SA 5003, Australia
[4] Yonsei Univ, Yonsei Frontier Lab, Seoul 03722, South Korea
关键词
Heuristic algorithms; Arithmetic; Metaheuristics; Search problems; Time-frequency analysis; Licenses; Genetic algorithms; Dynamic arithmetic optimization algorithm; DAOA; frequency constraints; optimal design; truss structures; optimization; benchmark; LEARNING-BASED OPTIMIZATION; HARMONY SEARCH ALGORITHM; STRUCTURAL OPTIMIZATION; OPTIMAL-DESIGN; PARAMETER ADAPTATION; SWARM; SHAPE; SIZE;
D O I
10.1109/ACCESS.2022.3146374
中图分类号
TP [自动化技术、计算机技术];
学科分类号
0812 ;
摘要
Metaheuristic algorithms have successfully been used to solve any type of optimization problem in the field of structural engineering. The newly proposed Arithmetic Optimization Algorithm (AOA) has recently been presented for mathematical problems. The AOA is a metaheuristic that uses the main arithmetic operators' distribution behavior, such as multiplication, division, subtraction, and addition in mathematics. In this paper, a dynamic version of the arithmetic optimization algorithm (DAOA) is presented. During an optimization process, a new candidate solution change to regulate exploration and exploitation in a dynamic version in each iteration. The most remarkable attribute of DAOA is that it does not need to make any effort to preliminary fine-tuning parameters relative to the most present metaheuristic. Also, the new accelerator functions are added for a better search phase. To evaluate the performance of both the AOA and its dynamic version, minimizing the weight of several truss structures under frequency bound is tested. These algorithms ' efficiency is obtained by five classical engineering problems and optimizing different truss structures under various loading conditions and limitations.
引用
收藏
页码:16188 / 16208
页数:21
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