Concrete section analysis with China code and CEB model code

被引：0
|
作者：
Bo, D [1 ]
Liu, LQ [1 ]
Ye, YH [1 ]
机构：
[1] Beijing Univ Aeronaut & Astronaut, Dept Civil Engn, Beijing 100083, Peoples R China
来源：
PROCEEDINGS OF THE SEVENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING FOR YOUNG EXPERTS, VOLS 1 AND 2 | 2002年
关键词：
biaxial bending and compression; reinforced concrete; arbitrary section; China code; CEB model code;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Analysis functions of reinforced concrete arbitrary cross-section are derived under the action of biaxial bending and compression. The derived tangent and secant stiffness of the section makes the concept clear, function simple and calculation convenient. The reinforced concrete cross-sections are analyzed with concrete constitutive relations of China code and CEB model code. The differences from analysis results are described and compared with experiment data. Analysis convergence steadily and quickly.
引用
收藏
页码：71 / 75
页数：5
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