摘要
通过试验研究和理论分析 ,提供了不同灌芯率时混凝土砌块砌体的基本强度指标 ;建立了能反映配筋砌块砌体剪力墙特性的斜截面受剪承载力计算方法 ;通过可靠度分析 ,其可靠指标满足脆性破坏时对可靠指标的要求值。
According to the experimental research and theoretical analysis, the basis strength values for concrete block masonry of all kinds of concrete infill ratio are put forward. The calculating method of the shear bearing capacity of oblique section is also established, which can represent the behavior of reinforced concrete masonry shear wall. Based on the reliability analysis, the reliability index is satisfactory with the allowable value of reliability index for brittle failure. The results can be reference to research and engineering design.
出处
《建筑结构》
CSCD
北大核心
2001年第3期41-44,共4页
Building Structure
关键词
配筋
砌块砌体
剪力墙
灌芯
受剪承载力
可靠度
reinforced block masonry
shear wall
strength of concrete infill masonry
shear bearing capacity
reliability index
