Journal of Guangdong University of Technology ›› 2008, Vol. 25 ›› Issue (1): 77-80.

• Comprehensive Studies • Previous Articles     Next Articles

Experimental Research on Steel Beam-column Joint Strengthened by Plate Ring with Irregularly Arranged Double Levels Beam

  

  1.  (1.College of Architecture and Civil Engineering,2.Key Laboratory of Subtropic Architecture Ministry of Education,South China University of Technology,Guangzhou 510640,China)
  • Online:2008-01-01 Published:2008-01-01

Abstract: In this paper,two full-scale typical joint specimens strengthened by plate rings with irregularly arranged double levels beams are conducted to learn the mechanical behavior and collapse mechanism.The tests imply that the stresses in the beam flanges can be effectively transferred by the strengthening plate to the steel tube,and the in-between co-activity will be somewhat affected when stressed simultaneously.Good working performances of this type of joint can be guaranteed with rational designs...

Key words: Beam-column joint; tiffening ring; irregularly arranged beam; experimental study;

[1] 陈鹃,王湛,袁继雄.  加强环式钢管混凝土柱-钢梁节点的刚性研究[J]. 建筑结构学报. 2004(04)

[2] 苏恒强,蔡健,姚大鑫,陈星,黄炎生,黄泰赟.  钢管混凝土加强环式节点的试验研究[J]. 华南理工大学学报(自然科学版). 2004(01)

[3] 郑廷银.  H型钢框架梁柱节点的设计方法[J]. 南京建筑工程学院学报. 1997(04)

[1] 陈绍蕃著.钢结构设计原理[M]. 科学出版社, 2005

[1] Theodore V Galambos.Recent research and design develop-ments in steel and composite steel-concrete structures inUSA. Journal of Construction Steel Research . 2002

[2] Elremaily Ahmed,Azizinamini,Atorod.Experimental behav-ior of steel beam to CFTcolumn connections. Journal ofConstructional Steel Research . 2001
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