进行了四个整体式及四个带缝分体式空心钢筋混凝土剪力墙试件在低周反复水平荷载下的试验,研究了试件的承载力、刚度及衰减过程、延性、耗能性能、滞回特性、破坏特征、钢筋的应变情况。结果表明:整体式空心剪力墙的裂缝分布形态主要以剪切斜裂缝为主,呈现出剪切破坏形态;带缝分体式空心钢筋混凝土剪力墙以弯剪裂缝为主,呈现出延性的弯剪破坏形态;改变带缝空心钢筋混凝土剪力墙竖缝两侧暗柱配筋,可使墙体抗剪承载力不降低而其延性与变形能力得到提高。 The tests of four monolithic and four split RC hollow shear walls with split stiffeners under low cyclic repeated horizontal loading were carried out. The bearing capacity, stiffness and attenuation process, ductility, energy dissipation, Hysteresis characteristics, Destruction characteristics, Rebar strain. The results show that the fracture distribution of the monolithic hollow shear wall is dominated by shear oblique cracks and shows the shape of shear failure. The split hollow shear-wall reinforced concrete shear wall is dominated by shear-flexural cracks and exhibits ductility Bending shear failure mode; to change the seam on both sides of the vertical seam reinforced concrete shear wall with seam reinforcement, can make the shear strength of the wall does not reduce its ductility and deformation ability is improved.