NUMERICAL ANALYSIS OF LOAD-MOMENT INTERACTION DIAGRAM FOR HIGH STRENGTH CONCRETE COLUMN REINFORCED WITH CONCRETE FILLED STEEL TUBE

Chen Zhou-yi; Yi Wei-jian; Zhao Guo-fan; Lin Li-yan; Huang Xiao-hui

doi:10.13204/j.gyjz200604023

Volume 36 Issue 4

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(4): 75-77,87

Chen Zhou-yi, Yi Wei-jian, Zhao Guo-fan, Lin Li-yan, Huang Xiao-hui. NUMERICAL ANALYSIS OF LOAD-MOMENT INTERACTION DIAGRAM FOR HIGH STRENGTH CONCRETE COLUMN REINFORCED WITH CONCRETE FILLED STEEL TUBE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 75-77,87. doi: 10.13204/j.gyjz200604023

Citation:

Chen Zhou-yi, Yi Wei-jian, Zhao Guo-fan, Lin Li-yan, Huang Xiao-hui. NUMERICAL ANALYSIS OF LOAD-MOMENT INTERACTION DIAGRAM FOR HIGH STRENGTH CONCRETE COLUMN REINFORCED WITH CONCRETE FILLED STEEL TUBE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 75-77,87. doi: 10.13204/j.gyjz200604023

Citation:

Chen Zhou-yi, Yi Wei-jian, Zhao Guo-fan, Lin Li-yan, Huang Xiao-hui. NUMERICAL ANALYSIS OF LOAD-MOMENT INTERACTION DIAGRAM FOR HIGH STRENGTH CONCRETE COLUMN REINFORCED WITH CONCRETE FILLED STEEL TUBE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 75-77,87. doi: 10.13204/j.gyjz200604023

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NUMERICAL ANALYSIS OF LOAD-MOMENT INTERACTION DIAGRAM FOR HIGH STRENGTH CONCRETE COLUMN REINFORCED WITH CONCRETE FILLED STEEL TUBE

doi: 10.13204/j.gyjz200604023

1.
1. Xiamen University Xiamen 361005;
2.
2. Hunan University Changsha 410082;
3.
3. Dalian University of Technology Dalian 116024;
4.
4. Liaoning Provincial Building Design &Research Institute Shenyang 110005;
5.
5. Fuzhou Branch of China Northeast Building Design &Research Institute Fuzhou 350011

Received Date: 2005-10-20
Publish Date: 2006-04-20

Abstract

Abstract

The general situation of earthquake-resistant behavior experiments of high concrete columns reinforced with concrete filled steel tube is presented.Based on the experimental results,the numerical analysis of load-moment interaction diagram for the columns is completed using strip finite element analysis method.The calculation results are in basic agreement with those of the experimental values,so the numerical analysis method can be used to determine the ultimate bearing capacity of the columns under eccentric compression.
- high-strength concrete column,
- steel composite concrete column,
- eccentric compression

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References(6)

References

林立岩. 高强混凝土柱的设计回顾与探讨PP高强混凝土及其应用第二届学术讨论会论文集. 南京: 1995: 191-194

赵国藩, 张德娟, 黄承逵. 钢管混凝土增强高强混凝土柱的抗震性能研究. 大连理工大学学报, 1996,36(6): 759-766

沈在康. 混凝土结构设计新规范应用讲评. 北京: 中国建筑工业出版社, 1993

陈肇元, 朱金铨, 吴佩刚. 高强混凝土及其应用. 北京: 清华大学出版社, 1992

韩林海, 钟善桐. 钢管混凝土力学. 大连: 大连理工大学出版社,1996

朱伯龙, 董振祥. 钢筋混凝土非线性分析. 上海: 同济大学出版社, 1985

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