平面外偏心受压空心钢筋混凝土剪力墙受力性能试验研究

An experimental study on the carrying capacity of hollow R.C shear wall under the eccentric compression from out plane

通过对 9个不同偏心距、不同长细比的平面外偏心受压空心钢筋混凝土剪力墙基本试件的静力加荷试验 ,探讨了这种剪力墙的破坏机理、变形特征以及破坏截面钢筋的应变特性 .提出了这种墙的正截面承载力计算方法 。

A series of nine hollow R.C shear wall of varying eccentricities and varying slenderness ratio is tested. The failure mechanism ,the deformation feature and the strain of steel bar are discussed.The method for calculating the carrying capacity is presented.