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本文对空间剪力墙结构和地基分别采用双重扩大子结构有限元分析和笔者建立的弹性半空间的有限层分析,给出空间剪力墙结构与任意一种层状弹性地基共同作用三维问题的通用分析方法和程序。对平面形状为L形的空间剪力墙结构与不均匀地基共同作用的三维问题计算分析,表明空间剪力墙结构应按空间课题分析并应考虑它与地基共同作用,对位于不利位置上的相邻建筑的影响应慎重对待。
In this paper, the double-expanding substructure finite element analysis and the finite layer analysis of the elastic half-space established by the author are respectively applied to the spatial shear wall structure and the foundation, and the three-dimensional problem of the space shear wall structure and any layered elastic foundation is discussed. General analysis methods and procedures. The calculation and analysis of the three-dimensional problem of the spatial shear wall structure with uneven L-shaped space and non-uniform foundation shows that the spatial shear wall structure should be analyzed according to the spatial subject and should consider its interaction with the foundation and be located in an unfavorable position. The influence of neighboring buildings should be treated with caution.