在上部结构与地基基础的共同作用分析中，如何正确估计上部结构的刚度和选择合理的地基模型是很重要的。
In structure-foundation-soil interaction analyses, it is very important to consider the structure stiffness with reasonable accuracy and to choose the appropriate model for the foundation soil.
编制了基于上述分析方法考虑上部结构及筏基实际刚度和桩的非线性的共同作用分析程序。
A program based on the above method has been programmed to analyzing nonlinear interaction of piled raft foundations with considering the superstructure.
并利用该方法，针对岩层随机移动变形作用，考虑地基基础上部结构的共同作用，对矿区建筑物进行分析。
In view of random movement and deformation of rock strata, also considering the interaction of ground-foundation-building, a building in mining area is analyzed by using this method.
本文的分析表明“小灵通”现象的发生是市场需求结构、管制放松的路径和管制权力安排共同作用的结果。
The concluding of this paper is that the "Xiaolingtong"(PHS)was the results of demand structure, way of deregulation and the power arrangements of regulatory.
这为解决复杂荷戴作用下厚板问题，以及上部结构与基础及地基共同作用问题等提供了一种新的分析方法。
Thus a new method is presented for solving the problems of interaction of superstructure and foundation and subsoil, as well as for the problems of the thick plates under the complicated loadings.
利用子结构分析方法和文克尔地基横向反力模型，建立了水平荷载下场高层框架结构。 桩基础-地基的共同作用分析模型。
With Substructural Analysis Method(SAM) and Windler foundation model of lateral reaction, an interaction analysis model of frame structure-pile foundation-soil under lateral load is established.
分析了大量现有的共同作用理论，分别整理了上部结构、筏板与桩土的分析模式。
The theories of interaction are summarized and analytical models of raft, pile-soil and superstructure are settled respectively.
通过对上部结构与桩筏基础的共同作用进行非线性分析，可以来优化基础设计。
In this paper, a type of analysis method and the program of nonlinear analysis of interaction of piled raft foundations and superstructure were established.
本文提出了分析土-基础-结构共同作用问题的一种新的模型，使土-基础介面条件得到了比较简洁而且统一的处理，在IBM个人计算机上开发了相应问题的分析程序。
This paper proposes a new model to analyse soil-foundation-structure interaction problems. The interface conditions between soil and foundation are consistently and concisely dealt with in the model.
本文提出了分析土-基础-结构共同作用问题的一种新的模型，使土-基础介面条件得到了比较简洁而且统一的处理，在IBM个人计算机上开发了相应问题的分析程序。
This paper proposes a new model to analyse soil-foundation-structure interaction problems. The interface conditions between soil and foundation are consistently and concisely dealt with in the model.
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