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