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Structural Frequency Topology Optimization in Seismic Design Based on FEM Method

机译:基于有限元法的抗震设计结构频率拓扑优化

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Owing to problems such as iterative sensitivity and complex degree of structural shape, the application of the topology optimization method in structural seismic design is limited. Furthermore, it is very difficult to choose appropriate constraint functions to meet optimization objective when commercial finite element software is used.However, if earthquake loads have been obtained, FEM (finite element model) method is an efficient way to apply the topology optimization to structural seismic design. ESO (evolutionary structural optimization) method and improved ESO method are both used to implement the single object optimization process for simple structures such as rectangular and circular pool. In the optimization process, the element connectivity parameterization formulation is used to solve an alternative to the element density formulation. As a result,some conclusion about frequency topology optimization in different structures is drawn. In addition, the application of multi-objective optimization to seismic design of structures is also discussed. The method proposed in this paper is benefit to realize structural frequency control in seismic design.
机译:由于迭代灵敏度和结构形状复杂程度等问题,拓扑优化方法在结构抗震设计中的应用受到限制。此外,使用商业有限元软件很难选择合适的约束函数来满足优化目标。但是,如果已经获得地震荷载,则有限元模型(FEM)方法是将拓扑优化应用于结构的有效方法。抗震设计。 ESO(进化结构优化)方法和改进的ESO方法都用于实现简单结构(例如矩形和圆形池)的单对象优化过程。在优化过程中,使用元素连通性参数化公式来求解元素密度公式的替代方案。结果,得出了关于不同结构中的频率拓扑优化的一些结论。此外,还讨论了多目标优化在结构抗震设计中的应用。本文提出的方法有利于实现抗震设计中的结构频率控制。

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