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Volumn 54, Issue 3, 2000, Pages 365-386

A simple method for calculating the fire resistance of concrete-filled CHS columns

Author keywords

Concrete filled columns; Design method; Fire engineering; Fire resistance; Rigidity; Squash load; Unprotected steel

Indexed keywords

BUILDING CODES; CONCRETE CONSTRUCTION; FIRE RESISTANCE; REINFORCED CONCRETE; STEEL; STRUCTURAL DESIGN; STRUCTURAL LOADS;

EID: 0033872461     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(99)00061-9     Document Type: Article
Times cited : (42)

References (12)
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    • (1995) Part 1.2: General Rules, Structural Fire Design
  • 2
    • 0039343119 scopus 로고
    • Eurocode 4: Design of steel and composite structures
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    • (1994) Part 1.2: Structural Fire Design
  • 4
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  • 5
    • 0003577571 scopus 로고
    • Experimental studies on the fire resistance of hollow steel columns filled with plain concrete
    • National Research Council of Canada, Ottawa, Canada
    • Lie T.T., Chabot M. Experimental studies on the fire resistance of hollow steel columns filled with plain concrete, Internal Report No. 611, National Research Council of Canada, Ottawa, Canada, 1992.
    • (1992) Internal Report No. 611
    • Lie, T.T.1    Chabot, M.2
  • 6
    • 0041122173 scopus 로고
    • ECCS TC3: Fire safety of steel structures, Calculation of the fire resistance of centrally loaded composite steel-concrete columns exposed to standard fire
    • European Convention for Constructional Steelwork, Brussels
    • ECCS TC3: Fire safety of steel structures, Calculation of the fire resistance of centrally loaded composite steel-concrete columns exposed to standard fire, Technical Note 55, European Convention for Constructional Steelwork, Brussels, 1988.
    • (1988) Technical Note , vol.55
  • 7
    • 0033080321 scopus 로고    scopus 로고
    • An approach for calculating the failure loads of unprotected concrete-filled steel columns exposed to fire.
    • Wang Y.C., Kodur V.K.R. An approach for calculating the failure loads of unprotected concrete-filled steel columns exposed to fire. Struct. Engin. Mechs. 7(2):1999;127-145.
    • (1999) Struct. Engin. Mechs , vol.7 , Issue.2 , pp. 127-145
    • Wang, Y.C.1    Kodur, V.K.R.2
  • 8
    • 0003459526 scopus 로고    scopus 로고
    • Structural fire design to EC3 and EC4, and comparison with BS 5950
    • SCI Publication 159, The Steel Construction Institute, UK
    • Lawson R.M., Newman G.M. Structural fire design to EC3 and EC4, and comparison with BS 5950, Technical Report, SCI Publication 159, The Steel Construction Institute, UK, 1996.
    • (1996) Technical Report
    • Lawson, R.M.1    Newman, G.M.2
  • 11
    • 0039935407 scopus 로고    scopus 로고
    • The performance in fire of concrete-filled SHS columns protected by Intumescent Paint
    • Norway
    • Edwards M. The performance in fire of concrete-filled SHS columns protected by Intumescent Paint, Proceedings of the Nordic Steel Construction Conference 98, Norway, 1998:27-40.
    • (1998) Proceedings of the Nordic Steel Construction Conference 98 , pp. 27-40
    • Edwards, M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.