Steel and Composite Structures

  • 제26권4호
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  • Pages.463-471
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  • 2018
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Experimental study on a new type of assembly bolted end-plate connection

  • Li, Shufeng (School of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Li, Qingning (School of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Jiang, Haotian (School of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Zhang, Hao (School of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Yan, Lei (School of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Jiang, Weishan (School of Civil Engineering, Xi'an University of Architecture and Technology)
  • 투고 : 2017.03.21
  • 심사 : 2017.12.12
  • 발행 : 2018.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

The bolted end-plate beam-column connections have been widely used in steel structure and composite structure because of its excellent seismic performance. In this paper, the end-plate bolted connection is applied in the concrete structure, A new-type of fabricated beam-column connections with end-plates is presented, and steel plate hoop is used to replace stirrups in the node core area. To study the seismic behavior of the joint, seven specimens are tested by pseudo-static test. The experimental results show that the new type of assembly node has good ductility and energy dissipation capacity. Besides, under the restraint effect of the high-strength stirrup, the width of the web crack is effectively controlled. In addition, based on the analysis of the factors affecting the shear capacity of the node core area, the formula of shear capacity of the core area of the node is proposed, and the theoretical values of the formula are consistent with the experimental value.

키워드

참고문헌

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피인용 문헌

  1. Non-linear FEA of mechanical properties of modular prefabricated steel-concrete composite joints vol.40, pp.4, 2018, https://doi.org/10.12989/scs.2021.40.4.533