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Volumn 59, Issue 8, 2003, Pages 951-970

Primary creep buckling of steel columns in fire

Author keywords

Critical temperature; Fire; Primary creep; Steel column

Indexed keywords

BUCKLING; CREEP; DEGRADATION; FIRE RESISTANCE; FLAMMABILITY TESTING; STRUCTURAL LOADS;

EID: 0038546377     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(03)00027-0     Document Type: Article
Times cited : (18)

References (14)
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    • Bailey, C.G.1    Moore, D.B.2    Lennon, T.3
  • 2
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    • Studies of the behaviour of steel subframes with semi-rigid connection in fire
    • El-Rimawi, J. A., Burgess, I. W., & Plank, R. J. (1999). Studies of the behaviour of steel subframes with semi-rigid connection in fire. J Construct Steel Res, 49 83-98.
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    • El-Rimawi, J.A.1    Burgess, I.W.2    Plank, R.J.3
  • 4
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    • Inelastic behaviour of protected steel beams and frames in fire
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    • Furumura, F., & Shinohara, Y. (1978). Inelastic behaviour of protected steel beams and frames in fire. Report of the Research Laboratory of Engineering Materials, No.3, 1-14. Japan: Tokyo Institute of Technology.
    • (1978) Report of the Research Laboratory of Engineering Materials , vol.3 , pp. 1-14
    • Furumura, F.1    Shinohara, Y.2
  • 5
    • 0036160477 scopus 로고    scopus 로고
    • Visco-elasto-plastic analysis of steel frames in fire
    • Tan, K. H., Ting, S. K., & Huang, Z. F. (2002). Visco-elasto-plastic analysis of steel frames in fire. J Struct Engng ASCE, 128(1), 105-114.
    • (2002) J Struct Engng ASCE , vol.128 , Issue.1 , pp. 105-114
    • Tan, K.H.1    Ting, S.K.2    Huang, Z.F.3
  • 7
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    • Design of Steel Structures: Part 1.2 General Rules
    • Commission of European Communities. (EC3-Pt. 1.2), Eurocode 3, Brussels, Belgium
    • Commission of European Communities. Design of Steel Structures: Part 1.2. General Rules. Structural Fire Design (EC3-Pt. 1.2), Eurocode 3, Brussels, Belgium, 1995.
    • (1995) Structural Fire Design
  • 9
    • 0032036289 scopus 로고    scopus 로고
    • Elastic-plastic creep behaviour and load capacity of steel columns during fire
    • Ginda, G., & Skowroński, W. (1998). Elastic-plastic creep behaviour and load capacity of steel columns during fire. J Construct Steel Res, 46 1-3.
    • (1998) J Construct Steel Res , vol.46 , pp. 1-3
    • Ginda, G.1    Skowroński, W.2
  • 10
    • 0011634362 scopus 로고
    • Buckling at high temperature
    • Hoff, N. J. (1957). Buckling at high temperature. J Roy Aeronaut Soc, 61 563.
    • (1957) J Roy Aeronaut Soc , vol.61 , pp. 563
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  • 11
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    • Structure and materials for finite lifetime
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  • 12
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    • Effect of higher-harmonic deflection components on the creep buckling of columns
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    • Kempner, J.1    Patel, S.A.2
  • 14
    • 0030142087 scopus 로고    scopus 로고
    • A simple model for the fire resistance of axially loaded members - Comparison with experimental results
    • Franssen, J. M., Schleich, J. B., Cajot, L. G., & Azpiazu, W. (1996). A simple model for the fire resistance of axially loaded members-Comparison with experimental results. J Construct Steel Res, 37 175-204.
    • (1996) J Construct Steel Res , vol.37 , pp. 175-204
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.