This paper deals with the interaction between shear wall and its foundation using finite element method.
本文采用有限单元法对建在多层地基上的剪力墙， 基础和土进行了共同作用分析。
The finite element analysis showed that the normal stress distribution of the grillage wall was about the same as that of the solid wall.
有限元计算表明，网格墙在轴力和水平力作用下的正应力分布与实体墙总体上一致；
Based on completion of wall strength calculation, then do the finite element stress analysis.
在完成管壁强度计算的基础上，进行管壁有限元应力分析。
应用推荐