柔性基础结构的土-结构动力相互作用基本方程

The Basic Motion Equation for Dynamic Interaction Between Soils and Structure of the Structure with Flexible Foundation

从有界多质点系在地震作用下的振动微分方程出发,导出了以总位移表示的带柔性基础的结构考虑土-结构动力相互作用时的基本运动方程,可用于此类结构采用子结构法分析土-结构的动力相互作用问题。

Based on the differential equation of multi-particles in some scope on earthquake, the basic motion equation shown in total displacement is educed, which can be applied to analysis by substructure method for dynamic interaction between soils and the structure with flexible foundation.