本文为关于一种新型带竖缝剪力墙性能分析的第二部分.在第一部分分析的基础上,对带竖缝剪力墙的弹塑性性能进行了有限元非线性分析,分析重点是连梁高度及其配筋等参数对整体结构性能的影响.分析结果表明,连梁的设计对整体结构的性能及其破坏形态至关重要,因此合理的连梁设计是实现带缝剪力墙工作机理的基础. This article is the second part of the analysis of the performance of a new type of vertical shear wall with vertical joints. Based on the analysis of the first part, the finite element nonlinear analysis of the elastic-plastic properties of a vertical shear wall with vertical joints is performed. The influence of parameters such as beam height and its reinforcement on the overall structural performance. The analysis results show that the design of the coupling beam is of critical importance to the performance of the overall structure and its failure morphology, so a reasonable coupling beam design is to achieve the shear wall shear The basis of the mechanism.