矩形钢管混凝土轴压短柱承载力计算  

Calculating Analysis of the Load Capacity of Steel Hollow Rectangle Short Columns Filled with Plain Concrete Under Axial Load

作　　者：蒋涛[1] 沈之容[1] 余志伟[1] 

机构地区：[1]同济大学,上海200092

出　　处：《特种结构》2002年第2期4-6,共3页Special Structures

基　　金：上海市建设技术发展基金资助项目 (A0 0 0 61 4 2 )

摘　　要：在实验的基础上 ,本文对文献 [1 ]中方形钢管混凝土短柱轴心受压公式进行了修正 ,考虑了矩形截面长宽比的影响 ,提出了矩形钢管混凝土短柱的承载力计算公式。On the basic of experiment,this paper revises the formula of steel hollow square columns filled with plain concrete under the axial load in reference 1.After considering the influence of the ratio of width to length,this paper develops the formula for calculating the load capacity of steel hollow rectangler columns filled with plain concrete.

关 键 词：矩形 钢管混凝土柱 轴心的 承载力 

分 类 号：TU398.9[建筑科学—结构工程]