摘要
通过空心钢筋混凝土剪力墙 1 / 2比例模型在低周反复水平荷载下的试验 ,探讨了这种剪力墙的破坏机理、变形特征 .分析了这种剪力墙抗震性能和斜截面抗剪承载能力 .给出这种墙的抗剪承载力计算公式 。
Based on the pseudo-static test of the hollow shear wall of reinforced concrete,the failure mechanism and deformation feature are discussed.The aseismic behavior and shear carrying capacity of this wall are analyzed presenting the formula for calculating the shear carrying capacity.
出处
《西安建筑科技大学学报（自然科学版）》
CSCD
2002年第2期133-136,共4页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
关键词
空心钢筋混凝土剪力墙
抗震性能
抗剪承载能力
hollow shear wall of reinforced concrete
aseismic behavior
shear carrying capacity
