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对１１片砌块剪力墙在单调加载条件下进行试验研究，分析正压力及水平筋对墙片抗剪承载力、破坏机理和变形特性的影响，并给出墙片抗剪承载力的公式
The 11-block shear wall was experimentally studied under monotonous loading conditions. The effects of positive pressure and horizontal ribs on the shear capacity, failure mechanism and deformation characteristics of the wall were analyzed. The formula of the shear capacity of the wall was given.