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Australian Journal of Mechanical Engineering Volume 16, 2018 - Issue sup1: Selected papers from the 14th Global Congress on Manufacturing and Management 2018 (GCMM 2018)
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Articles

Experimental study on the seismic behaviour of sleeve joint for beam-column connection

Man XuDepartment of Structural Engineering Laboratory, Institute of Engineering Mechanics, CEA, Harbin, China;Department of Structural Engineering, School of Civil Engineering, Northeast Forestry University, Harbin, ChinaView further author information
,
Zixuan XuDepartment of Structural Engineering, School of Civil Engineering, Northeast Forestry University, Harbin, ChinaView further author information
,
Lingxin ZhangDepartment of Structural Engineering Laboratory, Institute of Engineering Mechanics, CEA, Harbin, ChinaCorrespondence[email protected]
View further author information
&
Shuyao LiuDepartment of Structural Engineering, School of Civil Engineering, Northeast Forestry University, Harbin, ChinaView further author information
Pages 68-77 | Published online: 29 Jan 2019

References

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  • France, J. E., J. B. Davison, and P. A. Kirby. 1999. “Moment-Capacity and Rotational Stiffness of Endplate Connections to Concrete-Filled Tubular Columns with Flow Drilled Connectors.” Journal of Constructional Steel Research 50: 35–48. doi:10.1016/S0143-974X(98)00237-5.
  • Gao, Z. Y., H. Q. Li, and Z. C. Wang. 2015. “Concrete-Filled Steel Square Tubular Column and -H Beam Connection Force Performance.” World Earthquake Engineering 31: 180–186.
  • Man, X. 2011. Tension-Bending Behavior of CFST Column-Steel Beam Connections and Progressive Collapse Performance of Frames. Harbin, China: Harbin Institute of Technology.
  • Man, X., S. Gao, L. H. Guo, F. Fu, and S. M. Zhang. 2018. “Study on Collapse Mechanism of Steel Frame with CFST-columns under Column-Removal Scenario.” Journal of Constructional Steel Research 14: 275–286.
  • Ministry of Housing and Urban-Rural Development of the People’s Republic of China. 2017. Standard for Design of Steel structures (GB 50017-2017). Beijing, China: China Architecture and Building Press.
  • Ricles, J. M., S. W. Peng, and L. W. Lu. 2004. “Seismic Behavior of Composite Concrete Filled Steel Tube Columella-Wide Flange Be a Moment Connections.” Journal of Structural Engineering 130: 223–232. doi:10.1061/(ASCE)0733-9445(2004)130:2(223).
  • Zhong, S. T. 1999. High-Rise Concrete Filled Steel Tube Structure. Harbin, China: Heilongjiang Science and Technology Press.
  • Zhong, S. T., W. F. Zhang, Y. Q. Tu, X. F. Wu, and J. H. Liang. 2002. “Study on Seismic Behavior of Concrete Filled Steel Tubular Structures.” Progress of Building Steel Structure 4: 3–15.

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