EXPERIMENTAL STUDY ON JOINTS WITH NON-PERPENDICULAR ELEMENTS IN CONCRETE-FILLED STEEL TUBE COLUMN WITH STEEL BEAM SYSTEMS

Nie Jianguo; Zhao Nan; Chen Zhiqiang; Zhang Guibiao; Wu Daowen; Xiao Yan

doi:10.13204/j.gyjz200412006

Volume 34 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(12): 23-26,58

Nie Jianguo, Zhao Nan, Chen Zhiqiang, Zhang Guibiao, Wu Daowen, Xiao Yan. EXPERIMENTAL STUDY ON JOINTS WITH NON-PERPENDICULAR ELEMENTS IN CONCRETE-FILLED STEEL TUBE COLUMN WITH STEEL BEAM SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 23-26,58. doi: 10.13204/j.gyjz200412006

Citation:

Nie Jianguo, Zhao Nan, Chen Zhiqiang, Zhang Guibiao, Wu Daowen, Xiao Yan. EXPERIMENTAL STUDY ON JOINTS WITH NON-PERPENDICULAR ELEMENTS IN CONCRETE-FILLED STEEL TUBE COLUMN WITH STEEL BEAM SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 23-26,58. doi: 10.13204/j.gyjz200412006

Citation:

Nie Jianguo, Zhao Nan, Chen Zhiqiang, Zhang Guibiao, Wu Daowen, Xiao Yan. EXPERIMENTAL STUDY ON JOINTS WITH NON-PERPENDICULAR ELEMENTS IN CONCRETE-FILLED STEEL TUBE COLUMN WITH STEEL BEAM SYSTEMS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 23-26,58. doi: 10.13204/j.gyjz200412006

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EXPERIMENTAL STUDY ON JOINTS WITH NON-PERPENDICULAR ELEMENTS IN CONCRETE-FILLED STEEL TUBE COLUMN WITH STEEL BEAM SYSTEMS

doi: 10.13204/j.gyjz200412006

1.
1. Tsinghua University Beijing 100084;
2.
2. Shenzhen Electronics Design Institute Co. Ltd. Shenzhen 518031;
3.
3. Construction Bureau of Dongguan City Dongguan 523112;
4.
4. Department of Civil Engineering,University of Southern California Los Angeles CA90089

Received Date: 2004-08-10
Publish Date: 2004-12-20

Abstract

Abstract

In concrete filled steel tube column with steel beam system, strengthe ning plate ring is widely used, so it is important for engineers to get some kno wledge about this kind of joint. In the past, tests and researches are mainly f ocused on the form of perpendicular joint of column with beam. There has been little study on the multi-dimensions joints by far. On the basis of six concrete filled joi n ts with non-perpendicular elements experiments,a study is conducted on the beha vior of the joints in whole process under static load. Some useful suggestions are g iven for design, and empirical formula for the bearing capacity of this kind of joints is proposed.
- composite structure,
- concrete-filled joint with non-perpendicular elem ents,
- experimental study

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References(6)

References

蔡健,黄泰赟.钢管混凝土柱节点的应用现状和存在问题.建筑结构,2001(7)

[2] 钟善桐高层钢管混凝土结构哈尔滨:黑龙江科学技术出版社,1999

[3] 蔡绍怀.钢管混凝土结构的计算与应用.北京:中国建筑工业出版社,1989

[4] Chiew Sing-Ping,Lie Seng-Tjhen,Dai Chao-Wei.Moment Resistance of Steel I-Beam to CFT Column Connections. Journal of Structural Engineering, 2001(10)

[5] GB 50010-2002 混凝土结构设计规范

[6] 赵楠. 钢管混凝土柱与钢梁组合节点试验研究:[硕士学位论文].北京:清华大学,2004

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