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Harmony search based, improved Particle Swarm Optimizer for minimum cost design of semi-rigid steel frames

机译:基于和声搜索的改进粒子群优化器,用于半刚性钢框架的最低成本设计

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This paper proposes a Particle Swarm Optimization (PSO) algorithm, which is improved by making use of the Harmony Search (HS) approach and called HS-PSO algorithm. A computer code is developed for optimal sizing design of non-linear steel frames with various semi-rigid and rigid beam-to-column connections based on the HS-PSO algorithm. The developed code selects suitable sections for beams and columns, from a standard set of steel sections such as American Institute of Steel Construction (AISC) wide-flange W-shapes, such that the minimum total cost, which comprises total member plus connection costs, is obtained. Stress and displacement constraints of AISC-LRFD code together with the size constraints are imposed on the frame in the optimal design procedure. The nonlinear moment-rotation behavior of connections is modeled using the Frye-Morris polynomial model. Moreover, the P-A effects of beam-column members are taken into account in the non-linear structural analysis. Three benchmark design examples with several types of connections are presented and the results are compared with those of standard PSO and of other researches as well. The comparison shows that the proposed HS-PSO algorithm performs better both than the PSO and the Big Bang-Big Crunch (BB-BC) methods.
机译:本文提出了一种粒子群优化算法(PSO),该算法通过使用和谐搜索(HS)方法进行改进,称为HS-PSO算法。开发了一种计算机代码,用于基于HS-PSO算法的具有各种半刚性和刚性梁到柱连接的非线性钢框架的最佳尺寸设计。制定的规范从一组标准的钢型材(例如美国钢结构学会(AISC)宽法兰W型)中选择了适合梁和柱的型材,以使最低的总成本(包括构件总成本和连接成本)获得。在最佳设计过程中,将AISC-LRFD代码的应力和位移约束以及尺寸约束施加到框架上。使用Frye-Morris多项式模型对连接的非线性力矩-旋转行为进行建模。此外,在非线性结构分析中考虑了梁柱构件的P-A效应。给出了具有几种连接类型的三个基准设计示例,并将结果与​​标准PSO和其他研究的结果进行了比较。比较表明,所提出的HS-PSO算法的性能均优于PSO和Big Bang-Big Crunch(BB-BC)方法。

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