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Volumn 61, Issue 2, 2005, Pages 183-211

Analysis of catenary action in steel beams using a simplified hand calculation method, Part 1: Theory and validation for uniform temperature distribution

Author keywords

Catenary action; Design calculation; Elevated temperature; Fire; Large deflection; Restrained beam; Steel beam

Indexed keywords

BOUNDARY CONDITIONS; COMPUTER SIMULATION; DEFLECTION (STRUCTURES); FINITE ELEMENT METHOD; POLYNOMIALS; STRUCTURAL DESIGN; TEMPERATURE DISTRIBUTION;

EID: 4944234610     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2004.07.002     Document Type: Article
Times cited : (118)

References (11)
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  • 6
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    • Large scale fire tests: The British Steel European collaborative research programme on the BRE 8-storey frame
    • Hasemi Y, editor
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    • Kirby, B.R.1
  • 7
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    • (1990) The Structural Engineer , vol.68 , Issue.14 , pp. 263-271
    • Lawson, R.M.1
  • 8
    • 0032631410 scopus 로고    scopus 로고
    • Fire resistance of unprotected steel beams with moment connections
    • Liu TCH. Fire resistance of unprotected steel beams with moment connections. Journal of Constructional Steel Research 1999;51:61-77.
    • (1999) Journal of Constructional Steel Research , vol.51 , pp. 61-77
    • Liu, T.C.H.1
  • 10
    • 1842428967 scopus 로고    scopus 로고
    • A numerical study of large deflection behaviour of steel beams at elevated temperatures
    • Yin YZ, Wang YC. A numerical study of large deflection behaviour of steel beams at elevated temperatures. Journal of Constructional Steel Research 2004;60:1029-47.
    • (2004) Journal of Constructional Steel Research , vol.60 , pp. 1029-1047
    • Yin, Y.Z.1    Wang, Y.C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.