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本文通过三榀不同开口形式剪力墙１／２ 比例缩尺模型，在垂直荷载和水平荷载作用下的模型试验，对高层建筑中楼层为错层的剪力墙结构的抗震性能和破坏形态进行了试验研究与理论分析，提出了结构设计的改进意见。
In this paper, through the 1/2 scale model of shear wall with three different types of opening, the model tests under vertical load and horizontal load are performed on the seismic performance and failure mode of the shear wall structure with split floors in a high-rise building. Experimental research and theoretical analysis were conducted and suggestions for improvement of structural design were proposed.