浅谈半刚性节点被引量：1

On semi-rigid nodes

下载PDF

导出

摘要阐述了钢结构的优越性,并就其发展中存在的主要问题——节点设计进行了分析,介绍了钢结构半刚性连接的几种连接形式,并对半刚性连接的优点及其研究历程进行了论述,为其进一步的研究提供了理论基础。 The advantages of steel structure are elaborated. According to the problem-node design hindered the development of steel structure analyzed is made. Types for semi-rigid connection of steel structure are introduced. In the end the advantages of semi-rigid connection are presented. This paper provides good references for further theoretical study.

作者史辉简政

机构地区西安理工大学水利水电学院

出处《山西建筑》 2007年第16期62-63,共2页 Shanxi Architecture

关键词半刚性节点钢结构节点设计 semi-rigid node, steel structure, node design

分类号 TU311 [建筑科学—结构工程]

引文网络
相关文献

参考文献4

1陈绍蕃.钢结构[M].中国建筑工业出版社,2003..
2Hiroshi Akiyama1 Evaluation of Fractural Modeof Failurein Stee Structures Following KobeLessons1 J1 Constur1 Steel Research,2000,55(7):211-227.
3KishiN,Chen WF1 Moment-Rotation Relationsof Semi-Rigi Connections with Angles1 Journalof Structural Engineering,ASCE,1990,116(7):1 813-1 834.
4王燕,李华军,厉见芬.半刚性梁柱节点连接的初始刚度和结构内力分析[J].工程力学,2003,20(6):65-69. 被引量：86

二级参考文献4

1Guo-Qiang Li, John Mativo. Approximate estimation of the maximum load of semi-rigid steel frames[J]. Journal of Constructional Steel Research, 2000, 54: 213-225.
2W Grogan, J O Srutees. Experimental behavior of end-plateconnections reinforced with bolted backing angles[J]. Journal of Constructional Steel Research, 1999,50:71-96.
3A T Wheeler, M J Clarke and G J Hancock. Test of Bolted flange plate connections joining square and rectangular hollow sections[C]. PSSC'95, Pacific Structural Steel Conference, Volume 2, Structural Connections, 1995. 97-104.
4Archibald N. Sherbourne and Mohammed R Bahaari. Finite element prediction of end plate bolted connection behavior[J]. I: Parametric Study. Journal of Structural Engineering/February 1997, 157-164.