摘要
通过空心钢筋混凝土开门、开窗洞剪力墙 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与变形特征 .分析了这种剪力墙抗震性能 。
Based on the low cyclic repeated horizontal loading test of the hollow shear wall of reinforced concrete with doors or windows ,the failure mechanism and the deformation feature are discussed.The aseismic behavior and carrying capacity of this wall are analyzed.The method for calculating the carrying capacity is presented.
出处
《西安建筑科技大学学报（自然科学版）》
CSCD
2002年第3期228-231,242,共5页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
关键词
空心钢筋混凝土开门
开窗洞
剪力墙
抗震性能
承载力
hollow shear wall of reinforced concrete with dors or windows
aseismic behavior
carrying capacity
