一种新型低剪力墙的试验研究

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Ｐｉｎｇ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，计算值与合较好。

Experimental Study on New Type of Low-Rise Concrete Shearwall

A new type of low-rise steel fiber high strength concrete(SFHSC)shearwalls with verticalkeyways in wall is proposed based on the concept of structural control.One specimen and threespecimem,with vertical key ways low-rise SFHSC shearwalls are teste under revens cyclic loads.Some factors which affect low-rise SFHSC shase.walls with vertical key ways are discussed. Thecalculation formula for ultimating shear strength is susgested.Key wards:metal fibres;high strength concrete;