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Volumn 131, Issue 4, 2005, Pages 541-551

Structural responses of axially restrained steel beams with semirigid moment connection in fire

Author keywords

Connections, semi rigid; Creep; Finite element method; Fire resistance; Steel beams

Indexed keywords

CONNECTIONS (STRUCTURAL); SEMI-RIGID ROTATIONAL RESTRAINT; STEEL BEAMS; STRUCTURAL RESPONSES;

EID: 15944390270     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:4(541)     Document Type: Article
Times cited : (34)

References (19)
  • 1
    • 0023043899 scopus 로고
    • Modelling steel behavior
    • Anderberg, Y. (1988). "Modelling steel behavior." Fire Saf. J., 13, 17-26.
    • (1988) Fire Saf. J. , vol.13 , pp. 17-26
    • Anderberg, Y.1
  • 2
    • 0030109198 scopus 로고    scopus 로고
    • Computer simulation of a full-scale structural fire test
    • Bailey, C. G., Burgess, I. W., and Plank, R. J. (1996). "Computer simulation of a full-scale structural fire test." Tanso, 74(6), 93-100.
    • (1996) Tanso , vol.74 , Issue.6 , pp. 93-100
    • Bailey, C.G.1    Burgess, I.W.2    Plank, R.J.3
  • 6
    • 0141916362 scopus 로고
    • Design of steel structures: Part 1.2: General rules - Structural fire design (EC3 Pt.1.2)
    • Brussels, Belgium
    • Commission of European Communities (CEC). (1995). "Design of steel structures: Part 1.2: General rules - Structural fire design (EC3 Pt.1.2)." Eurocode 3, Brussels, Belgium.
    • (1995) Eurocode , vol.3
  • 7
    • 4244185788 scopus 로고
    • Division of Building Fire Safety and Technology, Lund Institute of Technology, Lund, Sweden
    • Dounas, S., and Golrang, B. (1982). Ståls mekaniska egenskaper via höga temperaturer, Division of Building Fire Safety and Technology, Lund Institute of Technology, Lund, Sweden.
    • (1982) Ståls Mekaniska Egenskaper via Höga Temperaturer
    • Dounas, S.1    Golrang, B.2
  • 8
    • 0031177180 scopus 로고    scopus 로고
    • The influence of connection stiffness on the behavior of steel beams in fire
    • El-Rimawi, J. A., Burgess, I. W., and Plank, R. J. (1997). "The influence of connection stiffness on the behavior of steel beams in fire." J. Constr. Steel Res., 43(1-3), 1-15.
    • (1997) J. Constr. Steel Res. , vol.43 , Issue.1-3 , pp. 1-15
    • El-Rimawi, J.A.1    Burgess, I.W.2    Plank, R.J.3
  • 9
    • 0032980929 scopus 로고    scopus 로고
    • Studies of the behavior of steel subframes with semi-rigid connection in fire
    • El-Rimawi, J. A., Burgess, I. W., and Plank, R. J. (1999). "Studies of the behavior of steel subframes with semi-rigid connection in fire." J. Constr. Steel Res., 49(1), 83-98.
    • (1999) J. Constr. Steel Res. , vol.49 , Issue.1 , pp. 83-98
    • El-Rimawi, J.A.1    Burgess, I.W.2    Plank, R.J.3
  • 10
    • 85013909614 scopus 로고
    • A comprehensive creep model
    • Harmathy, T. Z. (1967). "A comprehensive creep model." J. Basic Eng., 89, 469-502.
    • (1967) J. Basic Eng. , vol.89 , pp. 469-502
    • Harmathy, T.Z.1
  • 11
    • 0016962520 scopus 로고
    • Creep deflection of metal beams in transient heating processes, with particular reference to fire
    • Harmathy, T. Z. (1976). "Creep deflection of metal beams in transient heating processes, with particular reference to fire." Can. J. Civ. Eng., 3(2), 219-228.
    • (1976) Can. J. Civ. Eng. , vol.3 , Issue.2 , pp. 219-228
    • Harmathy, T.Z.1
  • 12
    • 0025458435 scopus 로고
    • Behaviour of steel beam-to-column connections in fire
    • Lawson, R. M. (1990a). "Behaviour of steel beam-to-column connections in fire." Tanso, 68(14), 263-271.
    • (1990) Tanso , vol.68 , Issue.14 , pp. 263-271
    • Lawson, R.M.1
  • 13
    • 15944389506 scopus 로고
    • Enhancement of fire resistant of beams by beam to column connections
    • Technical Rep.
    • Lawson, R. M. (1990b). "Enhancement of fire resistant of beams by beam to column connections." Technical Rep., SCI Publication 086.
    • (1990) SCI Publication , vol.86
    • Lawson, R.M.1
  • 15
    • 0031599120 scopus 로고    scopus 로고
    • Effect of connection flexibility on fire resistance of steel beams
    • Liu, T. C. H. (1998). "Effect of connection flexibility on fire resistance of steel beams." J. Constr. Steel Res., 45(1), 99-118.
    • (1998) J. Constr. Steel Res. , vol.45 , Issue.1 , pp. 99-118
    • Liu, T.C.H.1
  • 16
    • 0032631410 scopus 로고    scopus 로고
    • Fire resistance of unprotected steel beams with moment connections
    • Liu, T. C. H. (1999). "Fire resistance of unprotected steel beams with moment connections." J. Constr. Steel Res., 51(1)61-77.
    • (1999) J. Constr. Steel Res. , vol.51 , Issue.1 , pp. 61-77
    • Liu, T.C.H.1
  • 17
    • 0037142426 scopus 로고    scopus 로고
    • Experimental investigation of behavior of axially restrained steel beams in fire
    • Liu, T. C. H., Fahad, M. K., and Davis, J. M. (2002). "Experimental investigation of behavior of axially restrained steel beams in fire." J. Constr. Steel Res., 58(9), 1211-1230.
    • (2002) J. Constr. Steel Res. , vol.58 , Issue.9 , pp. 1211-1230
    • Liu, T.C.H.1    Fahad, M.K.2    Davis, J.M.3
  • 18
    • 0036160477 scopus 로고    scopus 로고
    • Visco-elasto-plastic analysis of steel frames in fire
    • Tan, K. H., Ting, S. K., and Huang, Z. F. (2002). "Visco-elasto- plastic analysis of steel frames in fire." J. Struct. Eng., 128(1), 105-114.
    • (2002) J. Struct. Eng. , vol.128 , Issue.1 , pp. 105-114
    • Tan, K.H.1    Ting, S.K.2    Huang, Z.F.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.