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本文采用空间变角桥架模型对无构造柱水平配筋砌块墙的抗剪机理作了分析，给出了概念明晰的抗剪强度计算表达式，最后与不同砌块墙抗侧力实验结果作了计算比较，两者吻合较好。
In this paper, the shear mechanism of horizontally-stabilized block walls without structural columns is analyzed using the spatial-varying bridge model, and the conceptually-clear shear strength calculation expressions are given. Finally, the results of the lateral force resistance tests with different block walls are used. Computation and comparison, the two are in good agreement.