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Volumn 50, Issue 3, 1999, Pages 235-257

The behaviour of asymmetric slim floor steel beams in fire

Author keywords

Connections; Fire resistance; Slim floor

Indexed keywords

COLUMNS (STRUCTURAL); COMPUTER AIDED ANALYSIS; COMPUTER AIDED DESIGN; CONCRETE SLABS; FIRE PROTECTION; FIRE RESISTANCE; FLAMMABILITY TESTING; STIFFNESS; STRUCTURAL ANALYSIS;

EID: 0033150130     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(98)00247-8     Document Type: Article
Times cited : (43)

References (21)
  • 5
    • 0011961862 scopus 로고
    • Design of steel structures
    • Eurocode 3 European Committee for Standardisation
    • Eurocode 3, Design of steel structures. Part 1.2: General rules, Structural fire design. European Committee for Standardisation, 1993.
    • (1993) Part 1.2: General Rules, Structural Fire Design
  • 6
    • 0344991768 scopus 로고
    • Design of composite steel and concrete
    • Eurocode 4, European Committee for Standardisation
    • Eurocode 4, Design of composite steel and concrete. Part 1.2: General rules, Structural fire design. European Committee for Standardisation, 1994.
    • (1994) Part 1.2: General Rules, Structural Fire Design
  • 9
    • 0032094011 scopus 로고    scopus 로고
    • Development of computer software to simulate the structural behaviour of steel-framed buildings in fire
    • Bailey C.G. Development of computer software to simulate the structural behaviour of steel-framed buildings in fire. Computers and Structures. 67:1998;421-438.
    • (1998) Computers and Structures , vol.67 , pp. 421-438
    • Bailey, C.G.1
  • 10
    • 0030109198 scopus 로고    scopus 로고
    • Computer simulation of a full-scale structural fire test
    • Bailey C.G., Burgess I.W., Plank R.J. Computer simulation of a full-scale structural fire test. Struct Engr. 74(6):1996;93-100.
    • (1996) Struct Engr , vol.74 , Issue.6 , pp. 93-100
    • Bailey, C.G.1    Burgess, I.W.2    Plank, R.J.3
  • 11
    • 0029752717 scopus 로고    scopus 로고
    • A non-linear analysis for 3-dimensional steel frames in fire conditions
    • Najjar S.R., Burgess I.W. A non-linear analysis for 3-dimensional steel frames in fire conditions. Engineering Structures. 18(1):1996;77-89.
    • (1996) Engineering Structures , vol.18 , Issue.1 , pp. 77-89
    • Najjar, S.R.1    Burgess, I.W.2
  • 12
    • 0030157106 scopus 로고    scopus 로고
    • Analyses of the Effects of Cooling and Fire Spread on Steel-framed Buildings
    • Bailey C.G., Burgess I.W., Plank R.J. Analyses of the Effects of Cooling and Fire Spread on Steel-framed Buildings. Fire Safety Journal. 26:1996;273-293.
    • (1996) Fire Safety Journal , vol.26 , pp. 273-293
    • Bailey, C.G.1    Burgess, I.W.2    Plank, R.J.3
  • 15
    • 0345422846 scopus 로고
    • Joints in Steel Construction, The Steel Construction Institute
    • Joints in Steel Construction, Moment Connections. The Steel Construction Institute, 1995.
    • (1995) Moment Connections
  • 16
    • 0025458435 scopus 로고
    • Behaviour of steel beam-to-column connections in fire
    • Lawson R.M. Behaviour of steel beam-to-column connections in fire. Struct Engr. 68(14):1990;263-271.
    • (1990) Struct Engr , vol.68 , Issue.14 , pp. 263-271
    • Lawson, R.M.1
  • 18
    • 0031177180 scopus 로고    scopus 로고
    • The Influence of Connection Stiffness on the Behaviour of Steel Beams in Fire
    • El-Rimawi J.A., Burgess I.W., Plank R.J. The Influence of Connection Stiffness on the Behaviour of Steel Beams in Fire. J Construct Steel Res. 43(1):1997;1-15.
    • (1997) J Construct Steel Res , vol.43 , Issue.1 , pp. 1-15
    • El-Rimawi, J.A.1    Burgess, I.W.2    Plank, R.J.3
  • 20
    • 0002942165 scopus 로고    scopus 로고
    • Introduction and Background to the Research Programme and Major Fire Tests at BRE Cardington
    • London, May
    • Martin DM, Moore DM. Introduction and Background to the Research Programme and Major Fire Tests at BRE Cardington. National Steel Construction Conference, London, May 1997:37-64.
    • (1997) National Steel Construction Conference , pp. 37-64
    • Martin, D.M.1    Moore, D.M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.