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Meta-heuristic design optimization of steel moment resisting frames subjected to natural frequency constraints

机译:固有频率约束下抗弯框架的元启发式设计优化

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Natural frequencies of a structure play a key role for finding underlying structural properties. Therefore, structural design considering natural frequencies is a very important issue for engineers. While there are many studies on optimization of truss structures under multiple frequency constraints, just a few studies have been published on steel frames for which only gradient based methods were applied. In this paper, meta-heuristic algorithms are applied for the first time ever to optimal design of steel frame structures with frequency constraints. Several benchmark design examples are solved with five algorithms including particle swarm optimization (PSO), charged system search (CSS), teaching-learning based optimization (TLBO), grey wolf optimizer (GWO) and a recently developed improved grey wolf optimizer (IGWO). Optimization results of these algorithms are compared in terms of statistical indices, convergence and optimum solutions. Various types of planar and space steel frames ranging from small to large scale cases are considered for illustrating merits and applicability of meta-heuristic algorithms to these sizing optimization problems wherein the large scale cases are studied in both continuous and discrete forms.
机译:结构的固有频率在寻找基础结构特性方面起着关键作用。因此,考虑固有频率的结构设计对工程师来说是一个非常重要的问题。尽管有许多关于在多个频率约束下优化桁架结构的研究,但只有少数研究是在钢框架上发表的,其中仅应用了基于梯度的方法。本文首次将元启发式算法应用于具有频率约束的钢框架结构的优化设计。使用五种算法解决了几个基准设计示例,包括粒子群优化(PSO),收费系统搜索(CSS),基于教学的优化(TLBO),灰狼优化器(GWO)和最近开发的改进的灰狼优化器(IGWO) 。根据统计指标,收敛性和最优解比较了这些算法的优化结果。考虑了从小型到大型案例的各种类型的平面和空间钢框架,以说明元启发式算法对这些尺寸优化问题的优缺点和适用性,其中以连续和离散形式研究大型案例。

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