摘要
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。
The theoretical analysis and testing research on shear load bearing capacity of the reinforced concrete block masonry shear wall have been investigated. Based on the comprehensive analysis of all kinds of effects that influence the shear strength and structural reliability, a design formula for calculating the shear load bearing capacity of the reinforced concrete block masonry shear wall has been suggested. The calculated results are in good agreement with the test results.
出处
《建筑结构》
CSCD
北大核心
2001年第9期25-27,共3页
Building Structure
关键词
配筋
砌块
砌体
剪力墙
抗剪
承载力
reinforced concrete block masonry
shear wall
shear
load bearing capacity
