Application of improved particle swarm optimization algorithm combined with genetic algorithm in shear wall design

Wei Gao
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Abstract

In order to achieve the rationality and economy of shear wall layout, an improved algorithm was designed in the architectural design program. The improved algorithm is based on the basic framework of genetic algorithm and particle swarm optimization algorithm, first adjusting the inertia weight, and then introducing elimination mechanism and mutation rate control. A shear wall design model was constructed using an improved algorithm, which was applied to determine the layout of shear walls in a 28 story high-rise building in a certain city. The example results show that when using the designed shear wall design program for scheme design, the success rate reaches 100 %, which is 38.47 % higher than the original particle swarm optimization algorithm. The obtained optimization scheme has interlayer displacement angles of 1/2096 and 1/1800 in the vertical and horizontal directions, respectively, while the torsional displacement ratio in both directions is 1.0908 and the torsional period ratio is 0.7125. After optimizing the algorithm, the length of the shear wall material was saved by 10.97 %, effectively reducing the use of materials. This not only reduces construction costs, but also brings higher space utilization efficiency. The building design scheme obtained from this study not only meets national standards, but also has lower computational time costs. This study demonstrates the potential application of this design algorithm in solving traditional architectural design problems. This not only provides new tools for the field of architectural design, but also stimulates more interdisciplinary cooperation, integrating computer science, artificial intelligence technology more closely with building engineering.
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改进粒子群优化算法结合遗传算法在剪力墙设计中的应用
为了实现剪力墙布置的合理性和经济性,在建筑设计程序中设计了一种改进算法。该改进算法基于遗传算法和粒子群优化算法的基本框架,首先调整惯性权重,然后引入消除机制和突变率控制。利用改进算法建立剪力墙设计模型,并将其应用于某市某28层高层建筑剪力墙布置的确定。算例结果表明,采用所设计的剪力墙设计程序进行方案设计时,成功率达到100%,比原粒子群优化算法提高38.47%。得到的优化方案在垂直方向和水平方向上层间位移角分别为1/2096和1/1800,两个方向的扭位移比为1.0908,扭周期比为0.7125。优化算法后,剪力墙材料长度节约10.97%,有效减少了材料的使用。这不仅降低了建筑成本,而且带来了更高的空间利用效率。研究得出的建筑设计方案既符合国家标准,又具有较低的计算时间成本。本研究展示了该设计算法在解决传统建筑设计问题中的潜在应用。这不仅为建筑设计领域提供了新的工具,也激发了更多的跨学科合作,将计算机科学、人工智能技术与建筑工程更紧密地结合在一起。
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