对底部加剪力墙的框架结构已进行过振动台模型试验和空间整体分析，本文是在以上研究的基础上，采用地震时程分析法，对这种抗震结构进行动力作用下的弹塑性全过程分析，进一步探讨这种抗震结构的地震反应以及可能出现的结构薄弱层转移等问题． The frame structure with the shear wall at the bottom has been subjected to the shaking table model test and the spatial overall analysis. This paper is based on the above research and adopts the seismic time history analysis method to perform the elastic plasticity under the dynamic effect of this seismic structure. The process analysis further explores the seismic response of this seismic structure and possible problems of structural weak layer transfer.