本文从结构控制的观点出发,提出一种新的延性低剪力墙方案——沿墙板对角方向设置多条水平半通缝槽。为了解这种抗震墙的性能并和其它类型墙性能作一比较,进行了6片有关低剪力墙的反复荷载试验研究并辅以理论上的初步分析,结果表明,本文所提出的延性墙能大大改善普通低剪力墙的抗震性能。 From the point of view of structural control, this paper proposes a new ductile low-shear wall scheme that sets multiple horizontal half-slot slots along the diagonal direction of the wall plate. To understand the performance of this type of seismic wall and compare it with other types of wall performance, six series of repeated load tests on low shear walls were carried out and supplemented by theoretical preliminary analysis. The results show that the proposed ductile wall Can greatly improve the seismic performance of ordinary low shear walls.