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A Robust Shifting Balance Genetic Algorithm for Topology Optimization of Torsionally Sensitive High-rise Buildings

机译:一种强大的转移平衡型拓扑优化型扭性高层建筑的拓展算法

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Modern tall buildings are getting more and more irregular and complex in shape.During earthquakes, these buildings may vibrate in a lateral torsional manner with significant swaying and twisting, leading to increased deflection, increased structural damage and a higher risk of building collapse.In this paper, a robust evolutionary optimization is presented for seeking the optimal structural topology to best resist lateral-torsional motions of torsionally sensitive buildings under seismic excitations.By incorporating the Sewall Wright’s shifting balance (SB) theory of evolution into the hybrid Optimality Criteria Genetic Algorithm (OCGA), a new hybrid OC-SBGA method is developed to improve the robustness of the evolutionary algorithm in searching the optimal topology and element sizing design of tall asymmetric buildings.A three-dimensional 34-story residential building is used to demonstrate the effectiveness and robustness of the hybrid OC-SBGA method.Results indicate that the proposed method is capable of not only significantly reducing seismic torsional effects in lateral-torsional coupling responses, but also repeatedly attaining the same optimal topology design among different independent optimization runs.
机译:现代高层建筑的形状越来越不规则和复杂。地震,这些建筑物可能以横向扭转方式振动,具有显着的摇摆和扭曲,导致偏转,增加结构损坏和建筑物崩溃的风险较高。这提出了一种稳健的进化优化,用于寻求最佳结构拓扑,以在地震激励下最佳抗拒扭曲敏感建筑物的横向扭转动作。在污水赖特的转移平衡(SB)的演变理论中的杂交优化标准遗传算法( OCGA),开发了一种新的混合oc-SBGA方法,以提高进化算法的鲁棒性,在寻找高不对称建筑的最佳拓扑结构和元素尺寸设计中。三维34层的住宅建筑用于展示效果和效果混合oc-sbga方法的鲁棒性。结果表明该提议D方法不仅能够显着降低横向耦合响应中的地震扭转效应,而且还可以在不同的独立优化运行中反复达到相同的最佳拓扑设计。

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