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.
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