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矩形钢管混凝土短柱受压承载力计算
引用本文:王蕾,江雪. 矩形钢管混凝土短柱受压承载力计算[J]. 桂林工学院学报, 2003, 23(4): 441-444
作者姓名:王蕾  江雪
作者单位:桂林工学院,土木工程系,广西,桂林,541004
摘    要:在实验基础上,比较了矩形钢管混凝土轴心受压和偏心受压构件应用方钢管混凝土构件在GJB(2000)中轴压和压弯构件承载力的计算公式的差异;提出了在方钢管混凝土轴压承载力计算公式基础上的修正公式,即将原公式中的约束效应系数考虑截面长宽比的影响后乘以折减系数0.9.修正公式可供矩形钢管混凝土轴心受压柱参考.

关 键 词:矩形钢管混凝土 轴心受压 偏心受压 承载力
文章编号:1006-544X(2003)04-0441-04
修稿时间:2003-08-05

Calculation of load capacities for short concrete-filled steel-tube columns with rectangular section
WANG Lei,JIANG Xue. Calculation of load capacities for short concrete-filled steel-tube columns with rectangular section[J]. Journal of Guilin University of Technology, 2003, 23(4): 441-444
Authors:WANG Lei  JIANG Xue
Abstract:Comparisons are made between experimental bearing capacities of concrete-filled-rectangular steel tube columns under axial and eccentric compression and the theoretical results calculated with formulas in code GJB(2000) for concrete-filled-foursquare steel tube columns under corresponding loading conditions. Modified formulas, based on formulas for concrete-filled-foursquare steel tube columns, are presented by timing the original coefficient with 0.9. The modified formulas provide reference for calculation of bearing capacities of concrete-filled-rectangular steel tube column under axial compression..
Keywords:concrete-filled-rectangular steel tube columns  axial compression  eccentric compression  bearing capacity
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