本文通过对8层剪力墙结构模型(1/20缩尺)在振动台上进行试验,研究了剪力墙结构的动力特性、弹塑性反应、连接构造的可靠性和破坏特征。以试验值和按分层模型弹塑性动力分析的计算值相比较,两者很接近。研究结果表明高层建筑剪力墙结构只要有合理的构造、适当的配筋率,抗震性能是良好的。 In this paper, an 8-story shear wall model (1/20 scale) was tested on a vibrating table to study the dynamic characteristics, elastic-plastic response, and reliability and damage characteristics of the connection structure. Comparing the experimental values ​​with the calculated values ​​of the elasto-plastic dynamic analysis of the layered model, the two are very close. The research results show that as long as the high-rise building shear wall structure has a reasonable structure and proper reinforcement ratio, the seismic performance is good.