摘要
通过对带翼缘钢筋混凝土空心剪力墙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、延性及截面钢筋的应变情况,并提出了该类剪力墙承载力的计算方法。
Based on the low cyclic repeated horizontal loading test of R C hollow shear walls with flanges, The failure mechanism, the deformation feature, ductility behavior and the strain of steel bar at section are discussed. The method for calculating the carrying capacity of this sort of shear wall is presented.
出处
《工业建筑》
CSCD
北大核心
2006年第2期20-23,共4页
Industrial Construction
