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Volumn 6, Issue 5, 2006, Pages 367-386

A simplified analysis of catenary action in steel beams in fire and implications on fire resistant design

Author keywords

Catenary action; Fire engineering; Fire resistant design; Integrity of fire compartment; Large deflection; Steel beams

Indexed keywords

COMPUTATIONAL METHODS; COMPUTER SIMULATION; FAILURE ANALYSIS; STEEL BEAMS AND GIRDERS; STRUCTURAL DESIGN;

EID: 33749346079     PISSN: 12299367     EISSN: None     Source Type: Journal    
DOI: 10.12989/scs.2006.6.5.367     Document Type: Article
Times cited : (21)

References (21)
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    • The structural behaviour of steel frames with composite floor slabs subjected to fire, Part 1: Theory
    • Bailey, C. G. and Moore, D. B. (2000a), "The structural behaviour of steel frames with composite floor slabs subjected to fire, Part 1: theory", The Structural Engineer, 78(11), 19-27.
    • (2000) The Structural Engineer , vol.78 , Issue.11 , pp. 19-27
    • Bailey, C.G.1    Moore, D.B.2
  • 5
    • 0033726088 scopus 로고    scopus 로고
    • The structural behaviour of steel frames with composite floor slabs subjected to fire, Part 2: Design
    • Bailey, C. G. and Moore, D. B. (2000b), "The structural behaviour of steel frames with composite floor slabs subjected to fire, Part 2: design", The Structural Engineer, 78(11), 28-33.
    • (2000) The Structural Engineer , vol.78 , Issue.11 , pp. 28-33
    • Bailey, C.G.1    Moore, D.B.2
  • 6
    • 0034559512 scopus 로고    scopus 로고
    • The tensile membrane action of unrestrained composite slabs simulated under fire conditions
    • Bailey, C. G., White, D. S. and Moore, D. B. (2000), "The tensile membrane action of unrestrained composite slabs simulated under fire conditions", Eng. Struct., 22, 1583-1595.
    • (2000) Eng. Struct. , vol.22 , pp. 1583-1595
    • Bailey, C.G.1    White, D.S.2    Moore, D.B.3
  • 11
    • 19044399545 scopus 로고    scopus 로고
    • Behaviour of steel joints under fire loading
    • Seoul, Korea
    • Da Silva, L. S., Santiago, A. and Moore, D. B. (2004), "Behaviour of steel joints under fire loading", Proc. of 2nd ICSCS, Seoul, Korea, 1245-1267.
    • (2004) Proc. of 2nd ICSCS , pp. 1245-1267
    • Da Silva, L.S.1    Santiago, A.2    Moore, D.B.3
  • 12
    • 0034563656 scopus 로고    scopus 로고
    • Response of idealised composite beam-slab system under fire conditions
    • Elghazouli, A. Y. and Izzuddin, B. A. (2000), "Response of idealised composite beam-slab system under fire conditions", J. Construct. Steel Res., 56, 199-224.
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    • Elghazouli, A.Y.1    Izzuddin, B.A.2
  • 14
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    • The Steel Construction Institute, Ascot, UK
    • European Steel Design Education Programme (ESDEP 1994), Elements II, lecture 7.10.1, The Steel Construction Institute, Ascot, UK.
    • Elements II, Lecture 7.10.1
  • 17
    • 2442625356 scopus 로고    scopus 로고
    • Effect of support condition on the fire behaviour of steel and composite beams
    • Moss, P. J., Buchanan, A. H., Sepatro, J., Wastney, C. and Welsh, R. (2004), "Effect of support condition on the fire behaviour of steel and composite beams", Fire & Materials, 28, 159-175.
    • (2004) Fire & Materials , vol.28 , pp. 159-175
    • Moss, P.J.1    Buchanan, A.H.2    Sepatro, J.3    Wastney, C.4    Welsh, R.5
  • 20
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    • A numerical study of large deflection behaviour of steel beams at elevated temperatures
    • Yin, Y. Z. and Wang, Y. C. (2004), "A numerical study of large deflection behaviour of steel beams at elevated temperatures", J. Construct. Steel Res., 60, 1029-1047.
    • (2004) J. Construct. Steel Res. , vol.60 , pp. 1029-1047
    • Yin, Y.Z.1    Wang, Y.C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.