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首页> 外文期刊>Periodica Polytechnica. Civil Engineering >Application of an Improved Genetic Algorithm for Optimal Design of Planar Steel Frames
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Application of an Improved Genetic Algorithm for Optimal Design of Planar Steel Frames

机译:一种改进的遗传算法在平面钢框架最优设计中的应用

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Genetic Algorithm (GA) is one of the most widely used optimization algorithms.This algorithm consists of five stages,namely population generation,crossover,mutation,evaluation,and selection.This study presents a modified version of GA called Improved Genetic Algorithm (IGA) for the optimization of steel frame designs.In the IGA,the rate of convergence to the optimal solution is increased by splitting the population generation process to two stages.In the first stage,the initial population is generated by random selection of members from among AISC W-shapes.The generated population is then evaluated in another stage,where the member that does not satisfy the design constraints are replaced with stronger members with larger cross sectional area.This process continues until all design constraints are satisfied.Through this process,the initial population will be improved intelligently so that the design constraints fall within the allowed range.For performance evaluation and comparison,the method was used to design and optimize 10-story and 24-story frames based on the LRFD method as per AISC regulations with the finite element method used for frame analysis.Structural analysis,design,and optimization were performed using a program written with MATLAB programming language.The results show that using the proposed method (IGA) for frame optimization reduces the volume of computations and increases the rate of convergence,thus allowing access to frame designs with near-optimal weights in only a few iterations.Using the IGA also limits the search space to the area of acceptable solutions.
机译:遗传算法是应用最广泛的优化算法之一。该算法分为五个阶段,即种群生成、交叉、变异、评估和选择。本研究提出了一种改进的遗传算法,称为改进遗传算法(IGA),用于钢框架设计的优化。在IGA中,通过将种群生成过程分为两个阶段来提高收敛到最优解的速度。在第一阶段,通过从AISC W型中随机选择成员来生成初始群体。然后在另一个阶段对生成的总体进行评估,将不满足设计约束的构件替换为具有更大横截面积的更强构件。此过程将继续,直到满足所有设计约束。通过这个过程,初始总体将智能地得到改善,从而使设计约束落在允许的范围内。为了进行性能评估和比较,根据AISC的规定,使用该方法基于LRFD方法设计和优化10层和24层框架,并使用有限元方法进行框架分析。使用MATLAB编程语言编写的程序进行结构分析、设计和优化。结果表明,使用所提出的框架优化方法(IGA)可以减少计算量,提高收敛速度,从而只需几次迭代就可以获得接近最优权重的框架设计。使用IGA还将搜索空间限制在可接受解决方案的范围内。

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