EXPERIMENTAL STUDY ON CHARACTERISTICS OF RECTANGULAR HOLLOW COLUMNS AND I-TYPE BEAMS

Wang Xintang; Tan Jian; Wang Jianping; Wang Xuefu

doi:10.13204/j.gyjz20081027

Volume 38 Issue 10

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(10): 112-114

Yang Haobo, Qian Deling, Peng Xiaobing, Cheng Hong, Xie Yijun. DYNAMIC BEHAVIOR RESEARCH OF UNREINFORCED AND REINFORCED ANCIENT ARCHITECTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 131-135. doi: 10.13204/j.gyjz201311029

Citation:

Wang Xintang, Tan Jian, Wang Jianping, Wang Xuefu. EXPERIMENTAL STUDY ON CHARACTERISTICS OF RECTANGULAR HOLLOW COLUMNS AND I-TYPE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 112-114. doi: 10.13204/j.gyjz20081027

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EXPERIMENTAL STUDY ON CHARACTERISTICS OF RECTANGULAR HOLLOW COLUMNS AND I-TYPE BEAMS

doi: 10.13204/j.gyjz20081027

1.
1. Faculty of Architectural,Civil Engineering and Environment,Ningbo University Ningbo 315211;
2.
2. South China Divisional Department of Changjiang Jinggong Steel Structure(Group) Stocks Co.,Ltd.Guangzhou 510630;
3.
3. Steel Structure Co.,Ltd of Zhejiang 2nd Construction Ningbo 315207

Received Date: 2008-03-20
Publish Date: 2008-10-20

Abstract

Abstract

Experimental study for a set of endplate-connections of rectangular hollow steel columns and I-type beams which are widely used in engineering are put forward.The practical situation that the circular opening is set at one side of the rectangular hollow steel column are considered for the tests.The openings are usually called hand-opening which are for convience of the bolts being installed.Through the experiments,the stiffness of connections and its variation,bearing capacity of moment of the connection and the curves of moment-rotation are all obtained,which can be used as basis of practical design of the connections.The experimental results show that the rotational stiffness of the endplate connections greatly vary for different constructional parameters of the joints,which tell us the important facts that all the endplate connections are considered as rigid connections in practical design is not proper.
- endplate semi-rigid connections,
- experimental research,
- rectangular hollow columns with openings

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References(5)

References

施刚,石永久,王元清.多层钢框架半刚性端板连接的试验研究.清华大学学报(自然科学版),2004(3):392-394

[2] 刘曙,尹静,朱洪波.钢框架顶底角钢带腹板双角钢连接的试验研究.华中科技大学学报(自然科学版),2004(7):108-110

[3] Chen W F.Steel Beam-to-Column Building Connections.New York:Elsevier Science Publishing Co.,INC,1998:1-33

[4] 王新堂.半刚性连接平面钢结构弹性分析的普遍模型.建筑结构,2002,32(12):42-44

[5] 王新堂.半刚性连接三维梁系钢结构弹性分析的普遍模型.空间结构,2002,8(2):43-49

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