structure-foundation-soil interaction

基本解释

The nonlinear parameters of the complicated dynamic soil-box foundation-frame structure interaction system are inversed according to this nonlinear calculating model and this inversion method.
利用非线性计算模型和变量分离的非线性参数拟合法，实现了复杂的土-箱型基础-框架结构相互作用系统的非线性参数反演。
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.
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。
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。

共同作用
Structure-Foundation-Soil interaction is a research subject for decades. It includes many subjects such as structural engineering and rock and soil engineering.
上部结构-地基-基础共同作用分析是涉及结构工程、岩土工程等众多学科的课题。