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钢箱-混凝土组合偏心受压构件正截面承载力计算方法探讨
引用本文:彭华丽,周志祥.钢箱-混凝土组合偏心受压构件正截面承载力计算方法探讨[J].交通标准化,2009(17):199-202.
作者姓名:彭华丽  周志祥
作者单位:重庆交通大学,重庆400074
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。

关 键 词:钢箱  混凝土  组合截面  偏心受压  承载力

Calculation Method for Bearing Capacity of Right Section of Steel Box-concrete Compound Member under Eccentricity Load
PENG Hua-li,ZHOU Zhi-xiang.Calculation Method for Bearing Capacity of Right Section of Steel Box-concrete Compound Member under Eccentricity Load[J].Communications Standardization,2009(17):199-202.
Authors:PENG Hua-li  ZHOU Zhi-xiang
Institution:(Chongqing Jiaotong University, Chongqing 400074, China)
Abstract: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.
Keywords:steel box  concrete  compound section  eccentricity load  beating capacity
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