摘要
本文结合文〔1〕、〔2〕的试验结果,对《离心钢管混凝土结构设计规程》(送审)中的离心钢管混凝土构件抗拉强度设计公式进行了可靠性分析.结果表明,该式可满足可靠性要求.
Based on the experimental results of the artical [1] and [2], the paper ana-lyzed the reliability of the design formula for CCFTST tension members in 《Centrifugal Concrete Filled Thin-wall Steel Tubular Structure Design Regula-tion》. It's proved the formula can satisfy the nationnal standard.
出处
《北京建筑工程学院学报》
1994年第1期72-77,共6页
Journal of Beijing Institute of Civil Engineering and Architecture
关键词
离心钢管
混凝土
抗拉强度
可靠度
centrifugal concrte filled tin-wall steel tubular, tensional stregst, reliability
