剪力墙结构与地基相互作用的动力响应分析

Dynamic Response Analysis on Interaction between Shear Wall Structure and Soil

运用有限元软件ANSYS,分析剪力墙结构与地基相互作用体系在地震荷载作用下剪力墙的位移响应和应力响应,得出一些结论,为结构与地基动力相互作用的进一步研究奠定了基础。

This paper applies the ANSYS finite elmaent software to analyze the displaoement and stress response of the shear wall in the system of structure and foundation interaction under seisnaic load. Finally, some conclusions based on the results are given, which lays a foundation for further studies on dynamic smlcture and foundation interaction.