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An efficient method for optimizing space steel frames with semi-rigid joints using practical advanced analysis and the micro-genetic algorithm

机译:利用实际高级分析和微遗传算法优化半刚性接头空间钢框架的有效方法

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摘要

In this paper, we propose an effective and accurate method for optimizing space steel frames with semi-rigid joints using practical advanced analysis (PM) and micro-genetic algorithm (mu GA). The PM method using the beam-column approach is applied for capturing the second-order effects and the inelastic behavior of systems, while the zero-length element model is employed for estimating nonlinear behavior of semi-rigid joints. mu GA is utilized for finding the global optimal solution, and OpenMP is employed to perform parallel computing in order to efficiently reduce computational time. In this study, unlike many previous researches, not only cross-sectional areas of beam and column members but also semi-rigid connection types are variables of the optimization. The results of some steel frame examples prove that the proposed method is computationally efficient and reliable. (C) 2016 Elsevier Ltd. All rights reserved.
机译:在本文中,我们提出了一种有效且准确的方法,使用实际高级分析(PM)和微遗传算法(mu GA)优化具有半刚性接头的空间钢框架。使用梁-柱方法的PM方法用于捕获系统的二阶效应和非弹性行为,而零长度单元模型用于估计半刚性接头的非线性行为。使用mu GA查找全局最优解,并使用OpenMP进行并行计算,以有效减少计算时间。在这项研究中,与许多先前的研究不同,不仅是梁和柱构件的横截面面积,还是半刚性连接类型都是优化的变量。一些钢框架实例的结果证明了该方法的计算效率和可靠性。 (C)2016 Elsevier Ltd.保留所有权利。

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