摘要
基于钢筋混凝土偏心受压构件承载力计算原理,对钢箱-混凝土组合截面偏心受压构件正截面承载力计算方法进行初步探讨,可提出一套简化的计算公式,用以方便设计和施工。
According to the bearing capacity calculation principle of the reinforced eoncrete eccentricity stressed member, calculation method for bearing capacity of right section of steel box-concrete compound member under eccentricity load is discussed, putting forward a set of calculation formula. It provides convenience for design and construction.
出处
《交通标准化》
2009年第17期199-202,共4页
Communications Standardization
关键词
钢箱
混凝土
组合截面
偏心受压
承载力
steel box
concrete
compound section
eccentricity load
beating capacity