Computers and Concrete

  • 제16권1호
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  • Pages.163-178
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  • 2015
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  • 1598-8198(pISSN)
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  • 1598-818X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Study on the behavior of beam-column connection in precast concrete structure

  • Kataoka, Marcela N. (University of Sao Paulo, Engineering School of Sao Carlos, Structural Department, Av. Trabalhador Saocarlense) ;
  • Ferreira, Marcelo A. (Federal University of Sao Carlos, Department of Civil Engineering) ;
  • El Debs, Ana Lucia H.C. (University of Sao Paulo, Engineering School of Sao Carlos, Structural Department, Av. Trabalhador Saocarlense)
  • 투고 : 2014.07.29
  • 심사 : 2015.07.12
  • 발행 : 2015.07.25
⟨ 이전 논문 다음 논문 ⟩

초록

Due to the increase of the use of precast concrete structures in multistory buildings, this paper deals with the behavior of an specific type of beam-column connection used in this structural system. The connection is composed by concrete corbels, dowels and continuity bars passing through the column. The study was developed based on the experimental and numerical results. In the experimental analysis a full scale specimen was tested and for numerical study, a 3D computational model was created using a finite element analyze (FEA) software, called DIANA. The comparison of the results showed a satisfactory correlation between loading versus displacement curves.

키워드

참고문헌

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피인용 문헌

  1. Nonlinear FE analysis of slab-beam-column connection in precast concrete structures vol.143, 2017, https://doi.org/10.1016/j.engstruct.2017.04.028
  2. Experimental and numerical analysis of beam to column joints in steel structures vol.12, pp.4, 2018, https://doi.org/10.1007/s11709-017-0457-z
  3. Experimental and numerical study of reinforced concrete interior wide beam-column joints subjected to lateral load pp.1208-6029, 2018, https://doi.org/10.1139/cjce-2018-0049
  4. An experimental study of the behaviour of double sided welded plate connections in precast concrete frames vol.29, pp.1, 2015, https://doi.org/10.12989/scs.2018.29.1.001
  5. Introducing a precast moment resistant beam-to-column concrete connection comparable with in-situ one vol.23, pp.3, 2019, https://doi.org/10.12989/cac.2019.23.3.203
  6. Evaluation of the moment-rotation curve of steel beam-to-column joints with flange-plate vol.21, pp.3, 2015, https://doi.org/10.1007/s42107-019-00213-2
  7. Behaviour of RC beam-column joint with varying location of construction joints in the column vol.20, pp.1, 2021, https://doi.org/10.12989/eas.2021.20.1.029