Steel and Composite Structures

  • 제8권1호
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  • Pages.19-34
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  • 2008
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Analysis of restrained steel beams subjected to heating and cooling Part II: Validation and parametric studies

  • Guo, Shi-Xiong (Department of Structural Engineering Tongji University) ;
  • Li, Guo-Qiang (Department of Structural Engineering Tongji University)
  • 투고 : 20070800
  • 심사 : 20071000
  • 발행 : 2008.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents the results of a validation and parametric study for the theory presented in the companion paper. The parameters investigated include the stiffness of axial and rotational restraints, load ratio, depth-span ratio of the beam, the yield strength of steel, load type and the temperature distribution in the crosssection of the beam.

키워드

참고문헌

  1. Baily C. G., I. Burgess W. and Plank R. J. (1996), "Analyses of the effect of cooling and fire spread on steelframed buildings", Fire Safety J., 26(4), 273-293. https://doi.org/10.1016/S0379-7112(96)00027-6
  2. El-Rimawi J. A., Burgess I. W. and Plank R. J. (1996), "The treatment of strain reversal in structural members during the cooling phase of a fire", J. Constr. Steel Res, 37(2), 115-134. https://doi.org/10.1016/0143-974X(95)00023-O
  3. European Committee for Standardization (CEN), DAFT ENV 1993-1-2, Eurocode 3: Design of steel structures, part 1.2 : General rules/structural fire design, 2001.
  4. European Committee for Standardization (CEN), DAFT ENV 1993-1-8, Eurocode 3: Design of steel structures, part 1.8 : Design of joints, 2003.
  5. Huang Z. F. and T K. H. (2002), "Structural response of a steel beam with a frame during a fire", Proceedings of the Third International Conference on Advances in Steel Structures, Vol.II, 1111-1118.
  6. International Standard Organization (ISO), ISO834 fire-resistance test-elements of building construction, 1980.
  7. Li G. Q. and Guo S. X. (2008), "Analysis of restrained steel beams subjected to heating and cooling Part I: Theory", Steel Compos Struct, 8(1), 1-18. https://doi.org/10.12989/scs.2008.8.1.001
  8. Liu T. C. H., Fahad M. K. and Davies J. M. (2002), "Experimental investigation of behaviour of axially restrained steel beams in fire", J. Constr. Steel Res., 58(9), 1211-1230. https://doi.org/10.1016/S0143-974X(01)00062-1
  9. Yin Y. Z., Wang Y. C. (2004), "A numerical study of large deflection behaviour of restrained steel beams at elevated temperatures", J. Constr. Steel Res., 60(7), 1029-1047. https://doi.org/10.1016/j.jcsr.2003.09.005
  10. Yin Y. Z., Wang Y. C. (2005a), "Analysis of catenary action in steel beams using a simplified hand calculation method, Part 1 : theory and validation for uniform temperature distribution", J. Constr. Steel Res., 61(2), 188-211.
  11. Yin Y. Z., Wang Y. C. (2005b), "Analysis of catenary action in steel beams using a simplified hand calculation method, Part 2 : validation for non-uniform temperature distribution", J. Constr. Steel Res., 61(2), 213-234. https://doi.org/10.1016/j.jcsr.2004.07.003

피인용 문헌

  1. Refined plastic-hinge model for analysis of steel-concrete structures exposed to fire vol.71, 2012, https://doi.org/10.1016/j.jcsr.2011.09.009
  2. A Numerical Investigation on Restrained High Strength Q460 Steel Beams Including Creep Effect pp.2093-6311, 2018, https://doi.org/10.1007/s13296-018-0047-5
  3. A Practical Approach for Fire Resistance Design of Restrained High-Strength Q690 Steel Beam Considering Creep Effect vol.57, pp.4, 2008, https://doi.org/10.1007/s10694-020-01078-7