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组合砌体剪力墙是由多种不同力学特性的材料复合而成的结构构件，其承弯能力的计算比较复杂。从各组成材料的本构关系出发，并借助平截面假定，给出了砌体材料和混凝土材料的匹配关系，推导了该类剪力墙在两种极限状态下的承弯能力，同时指出这两种极限状态的界限受压区高度。用本文公式计算的结果与弹塑性有限元及试验结果相比具有相当好的精度。
Composite masonry shear wall is a structural component composed of a variety of materials with different mechanical properties, and its calculation of the cornering ability is more complicated. Starting from the constitutive relations of each component material and using the flat section assumption, the matching relationship between masonry materials and concrete materials is given, and the bearing capacity of such shear walls under two extreme conditions is deduced. The boundary between the two extreme states is the height of the compression zone. The results calculated using this formula have very good accuracy compared to the elasto-plastic finite element and test results.