运用结构控制的概念，提出了一种新型低剪力墙──带竖向缝槽钢纤维高强砼低剪力墙。进行了一榀整截面和三根带竖向缝槽钢纤维高强砼低剪力墙在低周反复荷载下的试验。对影响带竖向缝槽钢纤维高强砼低剪力墙的设计因素作了探讨，提出了受剪承载力的计算方法，计算值与试验值吻合较好。 Using the concept of structure control, a new type of low-shear wall is proposed--high-strength concrete low-rise shear wall with vertical slotted steel fiber. A full cross section and three steel fiber reinforced concrete high shear walls with vertical slots were tested under low cyclic reverse loading. The factors influencing the design of high-strength concrete low shear wall with vertical slotted steel fiber were discussed, and the calculation method of shear bearing capacity was put forward. The calculated values ​​agreed well with the experimental values.