THE DESIGN AND COMPUTATION APPROACH OF STEEL-CONCRETE COMPOSITE COLUMNS

Deng Ke; Guo Yanlin; Wang Hong

doi:10.13204/j.gyjz200509022

Volume 35 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(9): 80-83

Huang Wei, Li Jianxun, Zhang Chenghua, Shang Chunlin, Li Min. ANALYSIS OF ULTIMATE BEARING CAPACITY OF ECO-COMPOSITE WALL WITH OPENINGS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 60-67. doi: 10.13204/j.gyjz201403015

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Deng Ke, Guo Yanlin, Wang Hong. THE DESIGN AND COMPUTATION APPROACH OF STEEL-CONCRETE COMPOSITE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 80-83. doi: 10.13204/j.gyjz200509022

Citation:

Deng Ke, Guo Yanlin, Wang Hong. THE DESIGN AND COMPUTATION APPROACH OF STEEL-CONCRETE COMPOSITE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 80-83. doi: 10.13204/j.gyjz200509022

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THE DESIGN AND COMPUTATION APPROACH OF STEEL-CONCRETE COMPOSITE COLUMNS

doi: 10.13204/j.gyjz200509022

1.
1. Tsinghua University,Civil Engineering Department Beijing 100084;
2.
2. Shenzhen Jianshenghe Steel Structure and Construction Corporation Shenzhen 518029

Received Date: 2004-12-20
Publish Date: 2005-09-20

Abstract

Abstract

Integral hoisting is employed in the construction of No.10 hangar of China Southern Airline. As the main support members during the process of integral hoisting, the steel -concrete composite columns are loaded almost eccentrically and they are formed by steel latticed columns and concrete rectangle_section columns, Because of few researches on the stability of the composite columns up to now, their stability analysis is focused mainly on the study. A FEM associated Code for Design of Steel Structures(GB 50017-2003) is presented, where the critical loads of the composite columns are determined by FEM, and global stability check is carried out according to the code. In addition, the full load_displacement curves of composite columns are achieved by using a large_deflection plastic FEM, and from these curves the load_carrying capacity and stiffness requirements of the composite columns can be evaluated correctly. It is approved by the construction practice that the steel-concrete composite columns do work very well and the integral hoisting has been accomplished safely.
- steel latticed column,
- steel-concrete composite column,
- ultimate load-carrying capacity

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References(7)

References

GB 50017-2003 钢结构设计规范;

[2] Bleich. Buckling Strength of Metal Structures. New York : McGRAW-HILL, 1952.23～27;

[3] 王国周, 瞿履谦. 钢结构-原理与设计. 北京: 清华大学出版社, 1993.178～183, 311～317;

[4] 金尼克A H. 纵向弯曲与扭转. 上海: 上海科学技术出版社, 1962.88～92;

[5] 北京钢铁设计研究总院.《钢结构设计规范》 (GB 50017-2003)条文说明. 北京: 中国计划出版社, 2003. 211;

[6] 陈骥. 钢结构稳定理论与设计. 北京: 科学出版社, 2003.62;

[7] 陈绍蕃. 钢结构. 北京: 中国建筑工业出版社, 1994. 212

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通讯作者: 陈斌, bchen63@163.com

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沈阳化工大学材料科学与工程学院沈阳 110142

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THE DESIGN AND COMPUTATION APPROACH OF STEEL-CONCRETE COMPOSITE COLUMNS

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