Structural Engineering and Mechanics

  • 제6권4호
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  • Pages.439-455
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  • 1998
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

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Lessons from the analysis of a 3-D concrete shear wall

  • Vecchio, F.J. (Department of Civil Engineering, University of Toronto)
  • 발행 : 1998.06.25
⟨ 이전 논문 다음 논문 ⟩

초록

A three-dimensional static nonlinear finite element analysis was performed on the NUPEC large-scale flanged shear wall, which was the subject of an international study program. Details of the constitutive models and analysis procedures used are provided, and the results of the analysis are presented and discussed. The analytical results are compared to the experimentally observed behaviour, and reasonable correlation is observed. Deficiencies in the modelling are identified. In addition, a parametric study is undertaken to investigate factors and mechanisms influencing both the observed behaviour and the calculated response. Finally, a cyclic load analysis of the wall is described and discussed. The paper serves to point out aspects in modelling that are critical to both producing realistic results, and correctly interpreting those results.

키워드

참고문헌

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  8. Vecchio, F.J. and Collins, M.P. (1986), "The modified compression field theory for reinforced concrete elements subjected to shear", J. Amer. Concrete Inst., 83(2), 219-231.
  9. Vecchio, F.J. (1989), "Nonlinear finite element analysis of reinforced concrete membranes", Amer. Conc. Inst. Structural J., 86(1), 26-35.
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피인용 문헌

  1. Simulation of Cyclically Loaded Concrete Structures Based on the Finite-Element Method vol.133, pp.5, 2007, https://doi.org/10.1061/(ASCE)0733-9445(2007)133:5(728)
  2. The stress analysis of a shear wall with matrix displacement method vol.53, pp.2, 2015, https://doi.org/10.12989/sem.2015.53.2.205
  3. Strength and deflection prediction of double-curvature reinforced concrete squat walls vol.27, pp.4, 2007, https://doi.org/10.12989/sem.2007.27.4.501
  4. Finite element model updating effect on the structural behavior of long span concrete highway bridges vol.14, pp.6, 2014, https://doi.org/10.12989/cac.2014.14.6.745
  5. Effects of the shear lag on longitudinal strain and flexural stiffness of flanged RC structural walls vol.156, 2018, https://doi.org/10.1016/j.engstruct.2017.11.020
  6. Failure criteria of concrete- A review vol.14, pp.5, 2014, https://doi.org/10.12989/cac.2014.14.5.503
  7. Design and ultimate behavior of RC plates and shells: two case studies vol.14, pp.2, 2002, https://doi.org/10.12989/sem.2002.14.2.171
  8. Shear lag effect in tension flange of RC walls with flanged sections vol.143, 2017, https://doi.org/10.1016/j.engstruct.2017.04.017