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Optimization Design of Core Thickness of Exterior Frame and Core Hybrid Structures in High-rise Buildings

机译:高层建筑外框架芯厚度优化设计及核心混合结构

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Considering core thickness is important issue to performance of exterior frame and core hybrid structure in high-rise buildings, seismic response analysis is conducted by response spectrum method for finite element models with different core thickness. The optimization design of core thickness of hybrid Structures on the basis of the seismic response is studied, the core thicknesses are chosen as design variables, the objective function about core volume is adopted, some specification requirements such as deformation, the ratio of lateral stiffness to gravity, storey shear to gravity, storey shear of exterior frame, axial compression ratio of column and wall limb, bearing capacity of structural member and core construction are regarded as restricting conditions, the optimal mathematical model is established for reflecting integrity dynamic properties of hybrid structure. The ANSYS software is used for optimizing tool, the hybrid structures optimization design are made through different initial values for verifying convergence of optimization method, the optimal result show that the performances of hybrid structure are improved, the internal forces are reduced and the ratios of inner force born by exterior frames are increased in the optimal scheme.
机译:考虑到核心厚度对高层建筑物的外部框架和核心混合结构性能的重要问题,通过响应频谱法进行了不同芯厚度的有限元模型进行地震响应分析。研究了混合结构的核心厚度的优化设计,基于地震响应,核心厚度被选择为设计变量,采用了核心体积的目标函数,一些规格要求,如变形,横向刚度比率重力,岩石剪切到重力,外框架的岩石剪切,柱和壁肢的轴向压缩比,结构构件的承载力和核心结构被认为是限制条件,建立了最佳的数学模型,用于反映混合结构的完整性动态性能。 ANSYS软件用于优化工具,通过不同的初始值进行混合结构优化设计,以验证优化方法的收敛,最佳结果表明,杂交结构的性能得到改善,内部力减少了内部力和内部的比率由外部框架出生的力在最佳方案中增加。

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