水工混凝土结构设计分项系数取值方案探讨  

Study on the Value-taking Scheme of Partial Coefficients for Design of Hydraulic Concrete Structures

作　　者：侯建国[1] 贺采旭[1] 

机构地区：[1]武汉水利电力大学建筑工程系

出　　处：《武汉水利电力大学学报》1995年第6期613-618,共6页Engineering Journal of Wuhan University

摘　　要：介绍了《水工混凝土结构设计规》（修订稿）关于承载能力极限状态设计表达式中分项系数的确定方法和取值方案．可靠度分析结果表明，按所建议的分项系数取值方案设计的水工混凝土结构构件。This paper gives an introduction to the the determination method and value-taking scheme for the partial coefficients of the ultimate limit states design expression in《Design Specifications for Hydraulic Concrete Structures》(revised draft).The results of reliability analysis show that under different design conditions,the reliabilities of hydraulic concrete structures elements designed by the value-taking scheme of partial coefficients are in good agreement with each other.

关 键 词：水工混凝土 结构设计 分项系数 承载力 

分 类 号：TV332[水利工程—水工结构工程]