摘要
通过两种不同配筋方案的四榀带缝空心钢筋混凝土剪力墙模型的拟静力试验 ,探讨了这种剪力墙的破坏机理和变形特征 .试验证明 :带缝剪力墙由于破坏机理改变使其延性及变形能力提高 .同时指出 :改变带缝墙各条带的边部配筋 ,可使墙体抗剪承载力不降低而其延性与变形能力均得到提高 .
Based on the pseudo-static test of four slit hollow shear wall models of reinforced concrete with different steel bar,the failure mechanism and deformation feature are discussed.The ductility and deformation behavior are advanced.With change of steel bar model the shear carrying capacity is not reduced,as compared to slit non-hollow shear wall of reinforced concrete.
出处
《西安建筑科技大学学报（自然科学版）》
CSCD
2002年第2期112-115,164,共5页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
关键词
带缝空心钢筋混凝土剪力墙
破坏机理
延性
变形能力
slit hollow shear wall of reinforced concrete
failure mechanism
ductility and deformation behavior
