[提要]  对配筋砌块砌体剪力墙抗剪承载力进行了理论分析和试验研究。在综合分析影响配筋砌块砌体剪力墙抗剪承载力的各种因素的基础上，按结构可靠度设计原则，提出了配筋砌块砌体剪力墙抗剪承载力的设计计算公式。其计算结果与试验结果吻合较好。
[关键词]  配筋砌块砌体  剪力墙  抗剪  承载力

The thcorctical analysis and tcsting rcscarch on shcar load-bcaring capacity of the rcinforccd concrcte block masonry shcar wall have bccn invcstigatcd. Bascd on the comprchcnsive analysis of all kinds of cffccts that influcnce the shcar strcngth and structural rcliability,a dcsign formula for calculating the shcar load-bcaring capacity of the rcinforccd concrcte block masonry shcar wall has bccn suggcstcd. The calculatcd rcsults arc in good agrccmcnt with the tcst rcsults.
Keywords: rcinforccd concrcte block masonry; shcar wall; shcar; load-bcaring capacity