摘要
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。
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;
出处
《东南大学学报（自然科学版）》
EI
CAS
CSCD
1994年第3期53-58,共6页
Journal of Southeast University：Natural Science Edition
基金
国家自然科学基金
关键词
缝槽
剪力墙
结构控制
结构力学
low-rise shearwalls
structural control/earth-quake resistant structure
