高强混凝土构件抗剪承载力的可靠度分析  

THE RELIABILITY ANALYSIS FOR SHEAR BEARING CAPACITY OF THE HIGH STRENGTH CONCRETE MEMBER

作　　者：周芝兰[1] 戴自强[2] 赵彤[2] 

机构地区：[1]天津城市建设学院 [2]天津大学

出　　处：《天津城市建设学院学报》1997年第2期5-8,共4页Journal of Tianjin Institute of Urban Construction

摘　　要：利用我国《高强混凝土结构设计与施工指南》的抗剪承载力设计公式，根据国内近年来所作的实验，按ＪＣＳＳ方法对高强混凝土矩形截面和Ｌ形截面构件进行了可靠度分析．On the basis of the domestic experiments in recent years, the reliability analysis of the rectangular section member and L section member of high strength concrete is made by a JCSS method, together with the design formula for shear bearing capacity in A Guide to High Strength Concrete Structural Design and Construction (which is used in China).

关 键 词：高强混凝土 抗剪承载力 可靠度分析 L形截面 矩形截面 施工 构件 指南 国内 

分 类 号：TU375[建筑科学—结构工程] TU528.31