Computers and Concrete

  • 제21권3호
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  • Pages.335-344
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  • 2018
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Investigation on the seismic performance of T-shaped column joints

  • Chen, Changhong (School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University) ;
  • Gong, He (School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University) ;
  • Yao, Yao (School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University) ;
  • Huang, Ying (School of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Keer, Leon M. (Civil and Environmental Engineering, Northwestern University)
  • 투고 : 2017.05.20
  • 심사 : 2018.01.13
  • 발행 : 2018.03.25
⟨ 이전 논문 다음 논문 ⟩

초록

More and more special-shaped structural systems have been widely used in various industrial and civil buildings in order to satisfy the new structural system and the increasing demand for architectural beauty. With the popularity of the special-shaped structure system, its seismic performance and damage form have also attracted extensive attention. In the current research, an experimental analysis of six groups of (2/3 scale) T-shaped column joints was conducted to investigate the seismic performance of T-shaped column joints. Effects of the beam cross section, transverse stirrup ratio and axial compression ratio on bearing capacity and energy dissipation capacity of column joints were obtained. The crack pattern of T-shaped column joints under low cyclic load was presented and showed a reversed "K" mode. According to the crack configurations, a tensile-shear failure model to determine the shear bearing capacity and crack propagation mechanisms is developed.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China, China Scholarship Council, Shaanxi National Science Foundation of China, Northwestern Polytechnical University, Central Universities

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피인용 문헌

  1. Seismic behavior of cross-shaped concrete-filled steel tubular columns vol.40, pp.3, 2021, https://doi.org/10.12989/scs.2021.40.3.405