Structural Engineering and Mechanics

  • 제10권5호
  • /
  • Pages.463-478
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  • 2000
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

A computer program for the analysis of reinforced concrete frames with cracked beam elements

  • Tanrikulu, A. Kamil (Department of Civil Engineering, Cukurova University) ;
  • Dundar, Cengiz (Department of Civil Engineering, Cukurova University) ;
  • Cagatay, Ismail H. (Department of Civil Engineering, Cukurova University)
  • 발행 : 2000.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

An iterative procedure for the analysis of reinforced concrete frames with beams in cracked state is presented. ACI and CEB model equations are used for the effective moment of inertia of the cracked members. In the analysis, shear deformations are taken into account and reduced shear stiffness is considered by using effective shear modulus models available in the literature. Based on the aforementioned procedure, a computer program has been developed. The results of the computer program have been compared with the experimental results available in the literature and found to be in good agreement. Finally, a parametric study is carried out on a two story reinforced concrete frame.

키워드

참고문헌

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  13. Nilson, A.H. (1968), "Nonlinear analysis of reinforced concrete by the finite element method", ACI J., 65(9) 757-766.
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피인용 문헌

  1. Three dimensional analysis of reinforced concrete frames with cracked beam and column elements vol.29, pp.9, 2007, https://doi.org/10.1016/j.engstruct.2006.11.018
  2. An element incorporating cracking for reinforced concrete skeletal structures at service load vol.20, pp.9, 2017, https://doi.org/10.1177/1369433216673642
  3. An automated computationally efficient two-stage procedure for service load analysis of RC flexural members considering concrete cracking vol.33, pp.3, 2017, https://doi.org/10.1007/s00366-016-0496-4
  4. Prediction of load–deflection behavior of multi-span FRP and steel reinforced concrete beams vol.132, 2015, https://doi.org/10.1016/j.compstruct.2015.06.018
  5. Analytical-numerical procedure incorporating cracking in RC beams vol.31, pp.5, 2014, https://doi.org/10.1108/EC-02-2013-0050
  6. Rapid prediction of inelastic bending moments in RC beams considering cracking vol.18, pp.6, 2000, https://doi.org/10.12989/cac.2016.18.6.1113
  7. Neural network based approach for rapid prediction of deflections in RC beams considering cracking vol.19, pp.3, 2000, https://doi.org/10.12989/cac.2017.19.3.293
  8. A study on load-deflection behavior of two-span continuous concrete beams reinforced with GFRP and steel bars vol.63, pp.5, 2000, https://doi.org/10.12989/sem.2017.63.5.629
  9. Analysis of R/C frames considering cracking effect and plastic hinge formation vol.63, pp.5, 2000, https://doi.org/10.12989/sem.2017.63.5.669