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Volumn 11, Issue 3, 2011, Pages 451-472

Buckling of an axially restrained steel column under fire loading

Author keywords

critical temperature; high temperatures; inelastic buckling; Reissner beam; Steel column

Indexed keywords

CRITICAL TEMPERATURES; HIGH TEMPERATURE; INELASTIC BUCKLING; REISSNER BEAM; STEEL COLUMN;

EID: 79956203711     PISSN: 02194554     EISSN: None     Source Type: Journal    
DOI: 10.1142/S0219455411004245     Document Type: Article
Times cited : (7)

References (36)
  • 5
    • 0026711790 scopus 로고
    • Fire resistance of columns in steel frames
    • J. M. Franssen and J. C. Dotreppe, Fire resistance of columns in steel frames, Fire Safety Journal 19 (1992) 159-175.
    • (1992) Fire Safety Journal , vol.19 , pp. 159-175
    • Franssen, J.M.1    Dotreppe, J.C.2
  • 7
    • 0035501214 scopus 로고    scopus 로고
    • Non-linear structural modelling of a fire test subject to high restraint
    • DOI 10.1016/S0379-7112(01)00040-6, PII S0379711201000406
    • Z. F. Huang, I. W. Burgess and R. J. Plank, Non-linear structural modeling of a fire test subject to high restraint, Fire Safety Journal 36 (2001) 795-814. (Pubitemid 32951381)
    • (2001) Fire Safety Journal , vol.36 , Issue.8 , pp. 795-814
    • Huang, Z.1    Burgess, I.W.2    Plank, R.J.3
  • 8
    • 16544372015 scopus 로고    scopus 로고
    • E®ects of external bending moments and heating schemes on the responses of thermally restrained steel columns
    • Z. F. Huang and K. H. Tan, E® ects of external bending moments and heating schemes on the responses of thermally restrained steel columns, Engineering Structures 26(6) (2004) 769-780.
    • (2004) Engineering Structures , vol.26 , Issue.6 , pp. 769-780
    • Huang, Z.F.1    Tan, K.H.2
  • 9
    • 32144457007 scopus 로고    scopus 로고
    • Heating rate and boundary restraint e® ects on fire resistance of steel columns with creep
    • Z. F. Huang, K. H. Tan and S. K. Ting, Heating rate and boundary restraint e® ects on fire resistance of steel columns with creep, Engineering Structure 28 (2006) 805-817.
    • (2006) Engineering Structure , vol.28 , pp. 805-817
    • Huang, Z.F.1    Tan, K.H.2    Ting, S.K.3
  • 10
    • 0029482453 scopus 로고
    • The critical temperature of steel columns with restrained thermal elongation
    • I. C. Neves, The critical temperature of steel columns with restrained thermal elongation, Journal of Constructional Steel Research 24 (1995) 211-227.
    • (1995) Journal of Constructional Steel Research , vol.24 , pp. 211-227
    • Neves, I.C.1
  • 11
    • 0036851765 scopus 로고    scopus 로고
    • Thermal restraint and fire resistance of columns
    • DOI 10.1016/S0379-7112(02)00029-2, PII S0379711202000292
    • I. C. Neves, J. C. Valente and J. P. C. Rodrigues, Thermal restraint and fire resistance of columns, Fire Safety Journal 37 (2002) 753-771. (Pubitemid 35384421)
    • (2002) Fire Safety Journal , vol.37 , Issue.8 , pp. 753-771
    • Cabrita Neves, I.1    Valente, J.C.2    Rodrigues, J.P.C.3
  • 12
    • 0031211254 scopus 로고    scopus 로고
    • Stability design of steel plane frames by second-order elastic analysis
    • PII S0141029696001344
    • H. Oda and T. Usami, Stability design of steel plane frames by second-order elastic analysis, Engineering Structure 19 (1997) 617-627. (Pubitemid 127430745)
    • (1997) Engineering Structures , vol.19 , Issue.8 , pp. 617-627
    • Hirotaka, O.1    Usami, T.2
  • 13
    • 79956203434 scopus 로고
    • Ph.D. Thesis University of Ljubljana, Faculty of Civil and Geodetic Engineering, Slovenia (in Slovenian)
    • S. Srpèiè, Numerical Analysis of Fire E® ects on Steel Frames, Ph.D. Thesis, University of Ljubljana, Faculty of Civil and Geodetic Engineering, Slovenia (in Slovenian), (1991).
    • (1991) Numerical Analysis of Fire e® Ects on Steel Frames
    • Srpèiè, S.1
  • 14
    • 0036160477 scopus 로고    scopus 로고
    • Visco-elasto-plastic analysis of steel frames in fire
    • DOI 10.1061/(ASCE)0733-9445(2002)128:1(105)
    • K. H. Tan, S. K. Ting and Z. F. Huang, Visco-elasto-plastic analysis of steel frames in fire, Journal of Structural Engineering ASCE 128(1) (2002) 105-114. (Pubitemid 34129762)
    • (2002) Journal of Structural Engineering , vol.128 , Issue.1 , pp. 105-114
    • Tan, K.H.1    Ting, S.K.2    Huang, Z.F.3
  • 15
    • 0242405989 scopus 로고    scopus 로고
    • Numerical modelling of steel beam-columns in case of fire-comparison with Eurocode 3
    • P. M. M. Vila Real, N. Hopes, S. da Silva, P. Piloto and J. M. Franssen, Numerical modelling of steel beam-columns in case of fire-comparison with Eurocode 3, Fire Safety Journal 39 (2004) 23-39.
    • (2004) Fire Safety Journal , vol.39 , pp. 23-39
    • Real, P.M.M.V.1    Hopes, N.2    Da Silva, S.3    Piloto, P.4    Franssen, J.M.5
  • 16
    • 0000777535 scopus 로고
    • Steel frames in fire: Analysis
    • Y. C. Wang and D. B. Moore, Steel frames in fire: Analysis, Engineering Structures 17(6) (1995) 462-472.
    • (1995) Engineering Structures , vol.17 , Issue.6 , pp. 462-472
    • Wang, Y.C.1    Moore, D.B.2
  • 17
    • 0030718148 scopus 로고    scopus 로고
    • The effects of frame continuity on the behaviour of steel columns under fire conditions and fire resistant design proposals
    • PII S0143974X9600051X
    • Y. C. Wang, The e® ects of frame continuity on the behaviour of steel columns under fire conditions and fire resistant design proposals, Journal of Constructional Steel Research 41 (1997) 93-111. (Pubitemid 127419767)
    • (1997) Journal of Constructional Steel Research , vol.41 , Issue.1 , pp. 93-111
    • Wang, Y.C.1
  • 18
    • 17044409544 scopus 로고    scopus 로고
    • Buckling analysis of cracked column structures and piezoelectric- based repair and enhancement of axial load capacity
    • Q. Wang and J. G. Chase, Buckling analysis of cracked column structures and piezoelectric- based repair and enhancement of axial load capacity, International Journal of Structural Stability and Dynamics 3(1) (2003) 17-33.
    • (2003) International Journal of Structural Stability and Dynamics , vol.3 , Issue.1 , pp. 17-33
    • Wang, Q.1    Chase, J.G.2
  • 19
    • 1642404075 scopus 로고    scopus 로고
    • Analytical fire resistance of axially Restrained Steel Columns
    • DOI 10.1061/(ASCE)0733-9445(2003)129:11(1531)
    • Z. F. Huang and K. H. Tan, Analytical fire resistance of axially restrained steel columns, Journal of Structural Engineering ASCE 129(11) (2003) 1531-1537. (Pubitemid 40000983)
    • (2003) Journal of Structural Engineering , vol.129 , Issue.11 , pp. 1531-1537
    • Huang, Z.F.1    Tan, K.H.2
  • 22
    • 0035480123 scopus 로고    scopus 로고
    • Structural performance of rotationally restrained steel columns in fire
    • DOI 10.1016/S0379-7112(01)00017-0, PII S0379711201000170
    • F. Ali and D. O'Connor, Structural performance of rotationally restrained steel columns in fire, Fire Safety Journal 36 (2001) 679-691. (Pubitemid 32715860)
    • (2001) Fire Safety Journal , vol.36 , Issue.7 , pp. 679-691
    • Ali, F.1    O'Connor, D.2
  • 23
    • 0027608012 scopus 로고
    • Buckling fire endurance of steel columns in fire
    • W. Skowronski, Buckling fire endurance of steel columns in fire, Journal of Structural Engineering ASCE 119(6) (1993) 1712-1732.
    • (1993) Journal of Structural Engineering ASCE , vol.119 , Issue.6 , pp. 1712-1732
    • Skowronski, W.1
  • 25
    • 0035483334 scopus 로고    scopus 로고
    • Basis and application of a simple interaction formula for steel columns under fire conditions
    • DOI 10.1061/(ASCE)0733-9445(2001)127:10(1206), Reportnr 22404
    • C. Y. Tang, K. H. Tan and S. K. Ting, Basis and application of a simple interaction formula for steel columns under fire conditions, Journal of Structural Engineering ASCE 127(10) (2001) 1206-1213. (Pubitemid 33080493)
    • (2001) Journal of Structural Engineering , vol.127 , Issue.10 , pp. 1206-1213
    • Tang, C.Y.1    Tan, K.H.2    Ting, S.K.3
  • 28
    • 0000314657 scopus 로고
    • On one-dimensional finite-strain beam theory: The plane problem
    • E. Reissner, On one-dimensional finite-strain beam theory: The plane problem, Journal of Applied Mathematics and Physics (ZAMP) 23(5) (1972) 795-804.
    • (1972) Journal of Applied Mathematics and Physics (ZAMP) , vol.23 , Issue.5 , pp. 795-804
    • Reissner, E.1
  • 30
    • 0342472107 scopus 로고    scopus 로고
    • Experimental research on the critical temperature of compressed steel elements with restrained thermal elongation
    • J. P. C. Rodrigues, I. C. Neves and J. C. Valente, Experimental research on the critical temperature of compressed steel elements with restrained thermal elongation, Fire Safety Journal 35 (2000) 77-98.
    • (2000) Fire Safety Journal , vol.35 , pp. 77-98
    • Rodrigues, J.P.C.1    Neves, I.C.2    Valente, J.C.3
  • 32
    • 0342484449 scopus 로고    scopus 로고
    • Parametric temperature-time curves of medium compartment fires for structural design
    • Z. C. Ma and P. Mäkeläinen, Parametric temperature-time curves of medium compartment fires for structural design, Fire Safety Journal 34 (2000) 361-375.
    • (2000) Fire Safety Journal , vol.34 , pp. 361-375
    • Ma, Z.C.1    Mäkeläinen, P.2
  • 35
    • 0024135374 scopus 로고
    • Developments in the fire safety design of structural steelwork
    • J. A. Purkiss, Developments in the fire safety design of structural steelwork, Journal of Constructional Steel Research 11 (1988) 149-173.
    • (1988) Journal of Constructional Steel Research , vol.11 , pp. 149-173
    • Purkiss, J.A.1


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