Research on the reasonable arrangement for bolts in steel-concrete composite joint of extended end-plate connection

Abstract

Keywords:
• extended end-plate connection,
• cellular steel beam,
• welded ring-hoop,
• bolts arrangement,
• composite joint,
• seismic behavior

References

1. [1]

   Griffis L G,Dowling P J. Composite Frame Construction. In Constructional Steel Design[M].Holland:Elsevier Science Publishers, 1992.

2. [2]

   Shiekh T M,Deierlein G G. Beam-column moment connection for composite frames:Part 1[J].Journal of Structural Engineering,1989,115(11):2858.

3. [3]

   聂建国,秦凯. 方钢管混凝土柱节点抗剪受力性能的研究[J].建筑结构学报,2007,28(4):8.
   

4. [4]

   王文杰,李升才. 蜂窝梁-焊接环式箍筋柱半刚性节点试验研究[J].郑州轻工业学院学报:自然科学版, 2009,24(1):71.
   

5. [5]

   肖岩,安德森J C. 螺栓连接钢-混凝土组合结构的开发[J].建筑钢结构进展, 2005,7(2):12.
   

6. [6]

   颜军,张德生,李升才,等. 端板螺栓连接混凝土柱-蜂窝钢梁节点延性及耗能研究[J].嘉应学院学报:自然科学版,2010,28(11):39.
   

7. [7]

   陈伟恩. 钢-混凝土组合结构节点抗震性能研究[D].福州:福州大学,2002.
   

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