RESEARCHES ON THE CALCULATION METHOD FOR BEARING CAPACITY OF CONCRETE FILLED STEEL TUBULAR COLUMNS UNDER ECCENTRIC LOAD

Sun Tong; Wang Shi-qi; Hu Xia-min; Luo Wu-jian

doi:10.13204/j.gyjz200605025

Volume 36 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(5): 95-98

Sun Tong, Wang Shi-qi, Hu Xia-min, Luo Wu-jian. RESEARCHES ON THE CALCULATION METHOD FOR BEARING CAPACITY OF CONCRETE FILLED STEEL TUBULAR COLUMNS UNDER ECCENTRIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 95-98. doi: 10.13204/j.gyjz200605025

Citation:

Sun Tong, Wang Shi-qi, Hu Xia-min, Luo Wu-jian. RESEARCHES ON THE CALCULATION METHOD FOR BEARING CAPACITY OF CONCRETE FILLED STEEL TUBULAR COLUMNS UNDER ECCENTRIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(5): 95-98. doi: 10.13204/j.gyjz200605025

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RESEARCHES ON THE CALCULATION METHOD FOR BEARING CAPACITY OF CONCRETE FILLED STEEL TUBULAR COLUMNS UNDER ECCENTRIC LOAD

doi: 10.13204/j.gyjz200605025

1.
1. Metallurgical Design Institute of Shandong Province Jinan 250014;
2.
2. College of Civil Engineering,Nanjing University of Technology Nanjing 210009;
3.
3. General Office of CCTV New Site Construction &Development Program Beijing 100020

Received Date: 2005-12-05
Publish Date: 2006-05-20

Abstract

Abstract

The three codes design formulas and their theoretical basis of concrete-filled steel tubular columns under eccentric load are presented.Fifty-one concrete-filled steel tubular columns are cited as examples from reference one.When the eccentricity and slenderness ratio are changed.respectively,according to the parameters of tests cited,using the three codes design formulas,ultimate carrying capacity of columns are calculated and compared with the test results.For the ultimate carrying capacity,Code for Design of Steel-Concrete Composite Structure(DL/T 5085-1999) is relatively conservative,but for the degree of agreerment of codes with tests,Code for Design and Construction of Concrete-Filled Steel Tube Structures(CECS 28:90) is relatively better.
- eccentrically loading,
- concrete-filled steel tube,
- calculation method,
- carrying capacity

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References(2)

References

蔡绍怀. 现代钢管混凝土结构. 北京: 人民交通出版社, 2003

陈忠汉, 胡夏闽. 组合结构设计. 北京: 中国建筑工业出版社, 2000

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