Structural Engineering and Mechanics

  • 제24권3호
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  • Pages.307-321
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  • 2006
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Experimental behaviour of extended end-plate composite beam-to-column joints subjected to reversal of loading

  • Hu, Xiamin (College of Civil Engineering, Nanjing University of Technology) ;
  • Zheng, Desheng (College of Civil Engineering, Nanjing University of Technology) ;
  • Yang, Li (College of Civil Engineering, Nanjing University of Technology)
  • 투고 : 2005.05.16
  • 심사 : 2006.04.05
  • 발행 : 2006.10.20
⟨ 이전 논문 다음 논문 ⟩

초록

This paper is concerned with the behaviour of steel and concrete composite joints subjected to reversal of loading. Three cruciform composite joint specimens and one bare steel joint specimen were tested so that one side of the beam-to-column connection was under negative moment and another side under positive moment. The steelwork beam-to-column connections were made of bolted end plate with an extended haunch section. Composite slabs employing metal decking were used for all the composite joint specimens. The moment-rotation relationships for the joints were obtained experimentally. Details of the experimental observations and results were reported.

키워드

참고문헌

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피인용 문헌

  1. Behavior of symmetrically haunched non-prismatic members subjected to temperature changes vol.31, pp.3, 2009, https://doi.org/10.12989/sem.2009.31.3.297