메뉴 건너뛰기




Volumn 7, Issue 2, 2005, Pages 86-102

Performance of steel-concrete composite structures in fire

Author keywords

Advanced structural behaviour; Composite columns; Composite structures; Fire resistance; Fire safety engineering; Fire resistant design; Floor systems; Joints

Indexed keywords

BENDING STRENGTH; COLUMNS (STRUCTURAL); COMPOSITE BEAMS AND GIRDERS; FINITE ELEMENT METHOD; FIRE RESISTANCE; FLOORS; JOINTS (STRUCTURAL COMPONENTS); PRECAST CONCRETE; SAFETY FACTOR; STRUCTURAL DESIGN; TENSILE PROPERTIES; TRUSSES;

EID: 19044395125     PISSN: 13650556     EISSN: None     Source Type: Journal    
DOI: 10.1002/pse.197     Document Type: Review
Times cited : (45)

References (90)
  • 3
    • 19044365456 scopus 로고    scopus 로고
    • Society of Fire Protection Engineers, 3rd edition. National Fire Protection Association, Quincy, MA
    • Society of Fire Protection Engineers. Handbook of fire protection. 3rd edition. National Fire Protection Association, Quincy, MA, 2002.
    • (2002) Handbook of Fire Protection
  • 5
    • 0003708137 scopus 로고    scopus 로고
    • Enclosure fire dynamics
    • CRC Press
    • Karlsson B & Quintiere JG. Enclosure fire dynamics. CRC Press, 2000.
    • (2000)
    • Karlsson, B.1    Quintiere, J.G.2
  • 6
    • 19044397675 scopus 로고    scopus 로고
    • The performance of composite-steel-framed building structures in fire
    • Plank RJ. The performance of composite-steel-framed building structures in fire. Progress in Structural Engineering and Materials 2000: 2: 179-186.
    • (2000) Progress in Structural Engineering and Materials , vol.2 , pp. 179-186
    • Plank, R.J.1
  • 8
    • 84985989277 scopus 로고    scopus 로고
    • Determination of actions due to fire: Recent developments in Bayesian risk assessment of structures under fire
    • Galvanessian G & Holicky M. Determination of actions due to fire: recent developments in Bayesian risk assessment of structures under fire. Progress in Structural Engineering and Materials 2001: 3: 346-352.
    • (2001) Progress in Structural Engineering and Materials , vol.3 , pp. 346-352
    • Galvanessian, G.1    Holicky, M.2
  • 11
    • 19044395086 scopus 로고    scopus 로고
    • Composite steel beams with precast hollow core slabs: Behaviour and design
    • Lam D. Composite steel beams with precast hollow core slabs: behaviour and design. Progress in Structural Engineering and Materials 2002: 4: 179-185.
    • (2002) Progress in Structural Engineering and Materials , vol.4 , pp. 179-185
    • Lam, D.1
  • 12
    • 19044361807 scopus 로고    scopus 로고
    • PrEN 1994-I-2, Eurocode 4: Design of composite steel and concrete structures, Part 1,2: General rules-structural fire design
    • Committee of European Standardisation. Final draft
    • Committee of European Standardisation. PrEN 1994-I-2, Eurocode 4: design of composite steel and concrete structures, Part 1,2: General rules-structural fire design. Final draft, 2004,
    • (2004)
  • 14
    • 84929154761 scopus 로고
    • Fire resistance of composite slabs with profiled steel sheet and of composite steel concrete beams, Part 2: Composite beams
    • Final report; ECSC agreement No. 7210 SA 509
    • Zhao B & Kruppa J. Fire resistance of composite slabs with profiled steel sheet and of composite steel concrete beams, Part 2: Composite beams. Final report 1995; ECSC agreement No. 7210 SA 509.
    • (1995)
    • Zhao, B.1    Kruppa, J.2
  • 15
    • 0032627669 scopus 로고    scopus 로고
    • The influence of shear connectors on the behaviour of composite steel-framed buildings in fire
    • Huang ZH, Burgess IW & Plank RJ. The influence of shear connectors on the behaviour of composite steel-framed buildings in fire. Journal of Constructional Steel Research 1999: 51: 219-237.
    • (1999) Journal of Constructional Steel Research , vol.51 , pp. 219-237
    • Huang, Z.H.1    Burgess, I.W.2    Plank, R.J.3
  • 16
    • 0141643634 scopus 로고    scopus 로고
    • The fire resistance of composite steel-concrete slabs
    • PhD Thesis. Technische Universiteit Delft
    • Both C. The fire resistance of composite steel-concrete slabs. PhD Thesis. Technische Universiteit Delft, 1998.
    • (1998)
    • Both, C.1
  • 17
    • 0012769070 scopus 로고    scopus 로고
    • Tensile membrane action in slabs and its application to the Cardington fire tests
    • Wang YC. Tensile membrane action in slabs and its application to the Cardington fire tests. Proceedings of the second Cardington Conference 1996.
    • (1996) Proceedings of the Second Cardington Conference
    • Wang, Y.C.1
  • 18
    • 0040032323 scopus 로고    scopus 로고
    • Tensile membrane action and the fire resistance of steel framed buildings
    • Melbourne, Australia
    • Wang YC. Tensile membrane action and the fire resistance of steel framed buildings. Proceedings of the 5th International Symposium on Fire Safety Science Melbourne, Australia 1997: 1117-1128.
    • (1997) Proceedings of the 5th International Symposium on Fire Safety Science , pp. 1117-1128
    • Wang, Y.C.1
  • 21
    • 0035501366 scopus 로고    scopus 로고
    • Modelling of heated composite floor slabs with reference to the Cardington experiments
    • Gillie M, Usmani A, Rotter M & O'Connor M. Modelling of heated composite floor slabs with reference to the Cardington experiments. Fire Safety Journal 2001: 36: 745-767.
    • (2001) Fire Safety Journal , vol.36 , pp. 745-767
    • Gillie, M.1    Usmani, A.2    Rotter, M.3    O'Connor, M.4
  • 22
  • 23
    • 0035501214 scopus 로고    scopus 로고
    • Non-linear structural modelling of a fire test subject to high restraint
    • Huang ZH, Burgess IW & Plank RJ. Non-linear structural modelling of a fire test subject to high restraint. Fire Safety Journal 2001: 36: 795-814.
    • (2001) Fire Safety Journal , vol.36 , pp. 795-814
    • Huang, Z.H.1    Burgess, I.W.2    Plank, R.J.3
  • 24
    • 10844291765 scopus 로고    scopus 로고
    • Modelling membrane action of concrete slabs in composite buildings in fire, I: Theoretical development
    • Huang ZH, Burgess IW & Plank RJ. Modelling membrane action of concrete slabs in composite buildings in fire, I: Theoretical development. ASCE Journal of Structural Engineering 2003: 129 (8): 1093-1102.
    • (2003) ASCE Journal of Structural Engineering , vol.129 , Issue.8 , pp. 1093-1102
    • Huang, Z.H.1    Burgess, I.W.2    Plank, R.J.3
  • 25
    • 10844253925 scopus 로고    scopus 로고
    • Modelling membrane action of concrete slabs in composite buildings in fire, II: Validations
    • Huang ZH, Burgess IW & Plank RJ. Modelling membrane action of concrete slabs in composite buildings in fire, II: validations. ASCE Journal of Structural Engineering 2003: 129(8): 1103-1112.
    • (2003) ASCE Journal of Structural Engineering , vol.129 , Issue.8 , pp. 1103-1112
    • Huang, Z.H.1    Burgess, I.W.2    Plank, R.J.3
  • 26
    • 2442495027 scopus 로고    scopus 로고
    • Modelling of the Cardington LBTF steel frame building fire tests
    • Moss PJ & Clifton GC. Modelling of the Cardington LBTF steel frame building fire tests. Fire and Materials 2004: 28: 177-198.
    • (2004) Fire and Materials , vol.28 , pp. 177-198
    • Moss, P.J.1    Clifton, G.C.2
  • 28
    • 0035501420 scopus 로고    scopus 로고
    • Analytical assessment of the structural performance of composite floors subject to compartment fires
    • Elghazouli AY & Izzuddin BA. Analytical assessment of the structural performance of composite floors subject to compartment fires. Fire Safety Journal 2001: 36: 769-793.
    • (2001) Fire Safety Journal , vol.36 , pp. 769-793
    • Elghazouli, A.Y.1    Izzuddin, B.A.2
  • 29
    • 19044362480 scopus 로고
    • A study of the design of reinforced concrete slabs
    • PhD Thesis, University of Manchester
    • Hayes B. A study of the design of reinforced concrete slabs. PhD Thesis, University of Manchester, 1968,
    • (1968)
    • Hayes, B.1
  • 30
    • 0034559512 scopus 로고    scopus 로고
    • The tensile membrane action of unrestrained composite slabs simulated under fire conditions
    • Bailey CG, White DS & Moore DB. The tensile membrane action of unrestrained composite slabs simulated under fire conditions. Engineering Structures 2000: 22: 1583-1595.
    • (2000) Engineering Structures , vol.22 , pp. 1583-1595
    • Bailey, C.G.1    White, D.S.2    Moore, D.B.3
  • 31
    • 0012828741 scopus 로고    scopus 로고
    • Membrane action of unrestrained lightly reinforced concrete slabs at large displacements
    • Bailey CG. Membrane action of unrestrained lightly reinforced concrete slabs at large displacements. Engineering Structures 2001: 23: 470-483.
    • (2001) Engineering Structures , vol.23 , pp. 470-483
    • Bailey, C.G.1
  • 32
    • 0033689947 scopus 로고    scopus 로고
    • The structural behaviour of steel frames with composite floor slabs subject to fire, Part I: Theory
    • Bailey CG & Moore DB. The structural behaviour of steel frames with composite floor slabs subject to fire, Par I: Theory. The Structural Engineer 2000: 78(11): 19-27.
    • (2000) The Structural Engineer , vol.78 , Issue.11 , pp. 19-27
    • Bailey, C.G.1    Moore, D.B.2
  • 33
    • 0033726088 scopus 로고    scopus 로고
    • The structural behaviour of steel frames with composite floor slabs subject to fire, Part 2: Design
    • Bailey CG & Moore DB. The structural behaviour of steel frames with composite floor slabs subject to fire, Part 2: Design. The Structural Engineer 2000: 78(11): 28-33.
    • (2000) The Structural Engineer , vol.78 , Issue.11 , pp. 28-33
    • Bailey, C.G.1    Moore, D.B.2
  • 34
    • 0037411295 scopus 로고    scopus 로고
    • Efficient arrangement of reinforcement for membrane behaviour of composite floor slabs in fire conditions
    • Bailey CG. Efficient arrangement of reinforcement for membrane behaviour of composite floor slabs in fire conditions. Journal of Constructional Steel Research 2003: 59: 931-949.
    • (2003) Journal of Constructional Steel Research , vol.59 , pp. 931-949
    • Bailey, C.G.1
  • 35
    • 13844250283 scopus 로고    scopus 로고
    • Membrane action of slab/beam composite floor systems in fire
    • Bailey CG. Membrane action of slab/beam composite floor systems in fire. Engineering Structures 2004: 26: 1691-1703.
    • (2004) Engineering Structures , vol.26 , pp. 1691-1703
    • Bailey, C.G.1
  • 36
    • 0344740907 scopus 로고    scopus 로고
    • Limit capacity of laterally restrained reinforced concrete floor slabs in fire
    • Usmani AS & Cameron NJK. Limit capacity of laterally restrained reinforced concrete floor slabs in fire. Cement and Concrete Composites 2004: 26: 127-140.
    • (2004) Cement and Concrete Composites , vol.26 , pp. 127-140
    • Usmani, A.S.1    Cameron, N.J.K.2
  • 38
    • 2442608471 scopus 로고    scopus 로고
    • Comparison of BRE simple design method for composite floor slabs in fire with non-linear FE modelling
    • Huang ZH, Burgess IW, Plank RJ & Bailey C. Comparison of BRE simple design method for composite floor slabs in fire with non-linear FE modelling. Fire and Materials 2004: 28: 127-138.
    • (2004) Fire and Materials , vol.28 , pp. 127-138
    • Huang, Z.H.1    Burgess, I.W.2    Plank, R.J.3    Bailey, C.4
  • 40
    • 19044368527 scopus 로고    scopus 로고
    • Steel in multi-storey residential buildings
    • SCI Publication P332
    • Lawson RM, Ogden RG & Rackham JW. Steel in multi-storey residential buildings. SCI Publication P332: 2004.
    • (2004)
    • Lawson, R.M.1    Ogden, R.G.2    Rackham, J.W.3
  • 42
    • 0343006744 scopus 로고    scopus 로고
    • Behaviour of composite slim floor structures in fire
    • Ma ZC & Makelainen P. Behaviour of composite slim floor structures in fire. ASCE Journal of Structural Engineering 2000: 126 (7): 830-837.
    • (2000) ASCE Journal of Structural Engineering , vol.126 , Issue.7 , pp. 830-837
    • Ma, Z.C.1    Makelainen, P.2
  • 43
    • 0033150130 scopus 로고    scopus 로고
    • The behaviour of asymmetric slim floor steel beams in fire
    • Bailey CG. The behaviour of asymmetric slim floor steel beams in fire. Journal of Constructional Steel Research 1999: 50: 245-257.
    • (1999) Journal of Constructional Steel Research , vol.50 , pp. 245-257
    • Bailey, C.G.1
  • 44
    • 19044366264 scopus 로고    scopus 로고
    • Draft PrEN 1991-1-2, Eurocode I: Actions on structures, Part 1.2: Actions on structures exposed to fire
    • Committee of European Standardisation. Final draft
    • Committee of European Standardisation. Draft PrEN 1991-1-2, Eurocode I: Actions on structures, Part 1.2: actions on structures exposed to fire. Final draft, 2003.
    • (2003)
  • 45
    • 0032096030 scopus 로고    scopus 로고
    • Fire resistance of floors constructed with fire-resistant steels
    • Sha W. Fire resistance of floors constructed with fire-resistant steels. ASCE Journal of Structural Engineering 1998: 124(6): 664-670.
    • (1998) ASCE Journal of Structural Engineering , vol.124 , pp. 664-670
    • Sha, W.1
  • 46
    • 0033341081 scopus 로고    scopus 로고
    • Research on new fire-protection materials and fire-safe design
    • Sakumoto Y. Research on new fire-protection materials and fire-safe design. ASCE Journal of Structural Engineering 1999: 125(12): 1415-1422.
    • (1999) ASCE Journal of Structural Engineering , vol.125 , Issue.12 , pp. 1415-1422
    • Sakumoto, Y.1
  • 50
    • 19044391148 scopus 로고    scopus 로고
    • The structural behaviour of composite truss systems in fire
    • PhD Thesis. The University of Sheffield
    • Choi SK. The structural behaviour of composite truss systems in fire. PhD Thesis. The University of Sheffield, 2005.
    • (2005)
    • Choi, S.K.1
  • 51
    • 0035400589 scopus 로고    scopus 로고
    • Behaviour of precast concrete floor slabs exposed to standardised fires
    • Cooke GME. Behaviour of precast concrete floor slabs exposed to standardised fires. Fire Safety Journal 2001: 36: 459-475.
    • (2001) Fire Safety Journal , vol.36 , pp. 459-475
    • Cooke, G.M.E.1
  • 52
    • 0029754268 scopus 로고    scopus 로고
    • Fire resistance of steel columns filled with bar-reinforced concrete
    • Kodur VKR & Lie TT. Fire resistance of steel columns filled with bar-reinforced concrete. ASCE Journal of Structural Engineering 1996: 127(1): 30-36.
    • (1996) ASCE Journal of Structural Engineering , vol.127 , Issue.1 , pp. 30-36
    • Kodur, V.K.R.1    Lie, T.T.2
  • 53
    • 0030192620 scopus 로고    scopus 로고
    • Fire resistance of circular steel columns filled with fiber-reinforced concrete
    • Kodur VKR & Lie TT. Fire resistance of circular steel columns filled with fiber-reinforced concrete. ASCE Journal of Structural Engineering 1996: 122(7): 776-782.
    • (1996) ASCE Journal of Structural Engineering , vol.122 , Issue.7 , pp. 776-782
    • Kodur, V.K.R.1    Lie, T.T.2
  • 54
    • 0032100049 scopus 로고    scopus 로고
    • Design equation for evaluating fire resistance of SFRC-filled HSS columns
    • Kodur VKR. Design equation for evaluating fire resistance of SFRC-filled HSS columns. ASCE Journal of Structural Engineering 1998: 124(6): 671-677.
    • (1998) ASCE Journal of Structural Engineering , vol.124 , Issue.6 , pp. 671-677
    • Kodur, V.K.R.1
  • 55
    • 0032647332 scopus 로고    scopus 로고
    • Performance based fire resistance design of concrete-filled steel columns
    • Kodur VKR. Performance based fire resistance design of concrete-filled steel columns. Journal of Constructional Steel Research 1999: 5: 21-36.
    • (1999) Journal of Constructional Steel Research , vol.5 , pp. 21-36
    • Kodur, V.K.R.1
  • 56
    • 0034158798 scopus 로고    scopus 로고
    • Design of concrete filled hollow section columns for fire endurance
    • Kodur VKR & MacKinnon DH. Design of concrete filled hollow section columns for fire endurance. AISC Engineering Journal 2000: 37 (1): 13-24.
    • (2000) AISC Engineering Journal , vol.37 , Issue.1 , pp. 13-24
    • Kodur, V.K.R.1    MacKinnon, D.H.2
  • 57
    • 0029307629 scopus 로고
    • Fire resistance of rectangular steel columns filled with bar-reinforced concrete
    • Lie TT & Irwin RJ. Fire resistance of rectangular steel columns filled with bar-reinforced concrete. ASCE Journal of Structural Engineering 1995: 121(5): 797-805.
    • (1995) ASCE Journal of Structural Engineering , vol.121 , Issue.5 , pp. 797-805
    • Lie, T.T.1    Irwin, R.J.2
  • 58
    • 0029754268 scopus 로고    scopus 로고
    • Fire resistance of steel columns filled with bar-reinforced concrete
    • Lie TT & Kodur VKR. Fire resistance of steel columns filled with bar-reinforced concrete. ASCE Journal of Structural Engineering 1996: 122(1): 30-36.
    • (1996) ASCE Journal of Structural Engineering , vol.122 , Issue.1 , pp. 30-36
    • Lie, T.T.1    Kodur, V.K.R.2
  • 59
    • 0141881836 scopus 로고    scopus 로고
    • Experimental study and calculation of fire resistance of concrete-filled hollow steel columns
    • Han LH, Zhao XL, Yang YF & Feng JB. Experimental study and calculation of fire resistance of concrete-filled hollow steel columns. ASCE Journal of Structural Engineering 2002: 129(3): 346-356.
    • (2002) ASCE Journal of Structural Engineering , vol.129 , Issue.13 , pp. 346-356
    • Han, L.H.1    Zhao, X.L.2    Yang, Y.F.3    Feng, J.B.4
  • 60
    • 0035365947 scopus 로고    scopus 로고
    • Fire performance of concrete filled steel tubular beam-columns
    • Han LH. Fire performance of concrete filled steel tubular beam-columns. Journal of Constructional Steel Research 2001: 57: 695-709.
    • (2001) Journal of Constructional Steel Research , vol.57 , pp. 695-709
    • Han, L.H.1
  • 61
    • 0037399834 scopus 로고    scopus 로고
    • An experimental study and calculation on the fire resistance of concrete-filled SHS and RHS columns
    • Han LH, Yang YF & Xu L. An experimental study and calculation on the fire resistance of concrete-filled SHS and RHS columns. Journal of Constructional Steel Research 2003: 59: 427-452.
    • (2003) Journal of Constructional Steel Research , vol.59 , pp. 427-452
    • Han, L.H.1    Yang, Y.F.2    Xu, L.3
  • 62
    • 0141916370 scopus 로고    scopus 로고
    • Concrete-filled hollow structural steel columns after exposure to ISO-834 fire standard
    • Han LH & Huo JS. Concrete-filled hollow structural steel columns after exposure to ISO-834 fire standard. ASCE Journal of Structural Engineering 2002: 129(1): 68-78.
    • (2002) ASCE Journal of Structural Engineering , vol.129 , Issue.1 , pp. 68-78
    • Han, L.H.1    Huo, J.S.2
  • 63
    • 19044378556 scopus 로고    scopus 로고
    • Unprotected concrete filled columns fire tests - Verification of 15Q
    • Final report, CIDECT research project 15R
    • Renaud C. Unprotected concrete filled columns fire tests - verification of 15Q. Final report, CIDECT research project 15R: 2004.
    • (2004)
    • Renaud, C.1
  • 64
    • 0033136401 scopus 로고    scopus 로고
    • The effects of structural continuity on the fire resistance of concrete filled columns in non-sway columns
    • Wang YC. The effects of structural continuity on the fire resistance of concrete filled columns in non-sway columns. Journal of Constructional Steel Research 1999: 50: 177-197.
    • (1999) Journal of Constructional Steel Research , vol.50 , pp. 177-197
    • Wang, Y.C.1
  • 66
    • 0037411216 scopus 로고    scopus 로고
    • An experimental study of non-sway loaded concrete filled steel column assemblies with extended end plate connections under fire conditions
    • Wang YC & Davies JM. An experimental study of non-sway loaded concrete filled steel column assemblies with extended end plate connections under fire conditions. Journal of Constructional Steel Research 2003: 59: 819-838.
    • (2003) Journal of Constructional Steel Research , vol.59 , pp. 819-838
    • Wang, Y.C.1    Davies, J.M.2
  • 67
    • 19044377450 scopus 로고    scopus 로고
    • The effects of local buckling on the effective length of rotationally restrained concrete filled tubular columns in fire
    • Jaurrieta MA, Alonso A and Chica JA (ed.)
    • Wang YC & Davies JM. The effects of local buckling on the effective length of rotationally restrained concrete filled tubular columns in fire. Jaurrieta MA, Alonso A and Chica JA (ed.). Tubular Structures X 2003; pp. 153-159.
    • (2003) Tubular Structures X , pp. 153-159
    • Wang, Y.C.1    Davies, J.M.2
  • 68
    • 0013302736 scopus 로고    scopus 로고
    • World Trade Center building performance study: Data collection, preliminary observations and recommendations
    • FEMA. FEMA technical report 403, Federal Emergency Management Agency, Washington DC
    • FEMA. World Trade Center building performance study: data collection, preliminary observations and recommendations. FEMA technical report 403, Federal Emergency Management Agency, Washington DC, 2002.
    • (2002)
  • 70
    • 0025458435 scopus 로고
    • Behaviour of steel beam-to-column connections in fire
    • Lawson RM. Behaviour of steel beam-to-column connections in fire. The Structural Engineer 1990: 68(14): 263-271.
    • (1990) The Structural Engineer , vol.68 , Issue.14 , pp. 263-271
    • Lawson, R.M.1
  • 71
    • 0346760324 scopus 로고    scopus 로고
    • The influence of semi-rigid connections on the performance of steel framed structures in fire
    • PhD Thesis, University of Sheffield
    • Leston-Jones LC. The influence of semi-rigid connections on the performance of steel framed structures in fire. PhD Thesis, University of Sheffield, 1997.
    • (1997)
    • Leston-Jones, L.C.1
  • 72
    • 0007374926 scopus 로고    scopus 로고
    • The behaviour of steel and composite beam-to-column connections in fire
    • PhD Thesis, University of Sheffield
    • Al-Jabri KS. The behaviour of steel and composite beam-to-column connections in fire. PhD Thesis, University of Sheffield, 1999.
    • (1999)
    • Al-Jabri, K.S.1
  • 74
    • 0029755823 scopus 로고    scopus 로고
    • Finite element modelling of behaviours of steel beams and connections in fire
    • Liu TCH. Finite element modelling of behaviours of steel beams and connections in fire. Journal of Constructional Steel Research 1996: 36(3): 181-199.
    • (1996) Journal of Constructional Steel Research , vol.36 , Issue.3 , pp. 181-199
    • Liu, T.C.H.1
  • 75
    • 0032035889 scopus 로고    scopus 로고
    • Three-dimensional modelling of steel/concrete composite connection behaviour in fire
    • Liu TCH. Three-dimensional modelling of steel/concrete composite connection behaviour in fire. Journal of Constructional Steel Research 1998: 46(1-3): 319-320.
    • (1998) Journal of Constructional Steel Research , vol.46 , Issue.1-3 , pp. 319-320
    • Liu, T.C.H.1
  • 76
    • 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
  • 77
    • 2442471802 scopus 로고    scopus 로고
    • Numerical determination of 3D temperature fields in steel joints
    • Franssen JM. Numerical determination of 3D temperature fields in steel joints. Fire and Materials 2004: 28: 63-82.
    • (2004) Fire and Materials , vol.28 , pp. 63-82
    • Franssen, J.M.1
  • 81
    • 4143124333 scopus 로고    scopus 로고
    • Component-based model of the behaviour of flexible end-plate connections at elevated temperatures
    • Al-Jabri KS. Component-based model of the behaviour of flexible end-plate connections at elevated temperatures. Composite Structures 2004: 66: 215-221.
    • (2004) Composite Structures , vol.66 , pp. 215-221
    • Al-Jabri, K.S.1
  • 83
    • 1642364887 scopus 로고    scopus 로고
    • Experimental and analytical investigation of the 'compression zone' component within a steel joint at elevated temperatures
    • Spyrou S, Davison JB, Burgess IW & Plank RJ. Experimental and analytical investigation of the 'compression zone' component within a steel joint at elevated temperatures. Journal of Constructional Steel Research 2004: 60(6): 841-865.
    • (2004) Journal of Constructional Steel Research , vol.60 , Issue.6 , pp. 841-865
    • Spyrou, S.1    Davison, J.B.2    Burgess, I.W.3    Plank, R.J.4
  • 85
    • 1642338817 scopus 로고    scopus 로고
    • Experimental and analytical investigation of the 'tension zone' component within a steel joint at elevated temperatures
    • Spyrou S, Davison JB, Burgess IW & Plank RJ. Experimental and analytical investigation of the 'tension zone' component within a steel joint at elevated temperatures. Journal of Constructional Steel Research 2004: 60(6): 867-896.
    • (2004) Journal of Constructional Steel Research , vol.60 , Issue.6 , pp. 867-896
    • Spyrou, S.1    Davison, J.B.2    Burgess, I.W.3    Plank, R.J.4
  • 86
    • 0039469380 scopus 로고
    • The behaviour of high-strength grade 8.8 bolts in fire
    • Kirby BR. The behaviour of high-strength grade 8.8 bolts in fire. Journal of Constructional Steel Research 1995: 33: 3-38.
    • (1995) Journal of Constructional Steel Research , vol.33 , pp. 3-38
    • Kirby, B.R.1
  • 87
    • 4944234610 scopus 로고    scopus 로고
    • Analysis of catenary action in steel beams using a simplified hand calculation method, Part I: Theory and validation for uniform temperature distribution
    • Yin YZ & Wang YC. Analysis of catenary action in steel beams using a simplified hand calculation method, Part I: theory and validation for uniform temperature distribution. Journal of Constructional Steel Research 2005: 61: 183-211.
    • (2005) Journal of Constructional Steel Research , vol.61 , pp. 183-211
    • Yin, Y.Z.1    Wang, Y.C.2
  • 88
    • 4944246858 scopus 로고    scopus 로고
    • Analysis of catenary action in steel beams using a simplified hand calculation method: Part 2. Validation for non-uniform temperature distribution
    • Yin YZ & Wang YC. Analysis of catenary action in steel beams using a simplified hand calculation method: Part 2. validation for non-uniform temperature distribution. Journal of Constructional Steel Research 2005: 61: 213-234.
    • (2005) Journal of Constructional Steel Research , vol.61 , pp. 213-234
    • Yin, Y.Z.1    Wang, Y.C.2
  • 89
    • 19044379138 scopus 로고
    • Fire tests on cleat connections to concrete filled RHS columns (first and second phase tests)
    • CIDECT report No. 15H-21/91-E
    • Edwards M. Fire tests on cleat connections to concrete filled RHS columns (first and second phase tests). CIDECT report No. 15H-21 /91-E 1991.
    • (1991)
    • Edwards, M.1
  • 90
    • 0032684525 scopus 로고    scopus 로고
    • Moment-rotation-temperature characteristics of steel/composite connections
    • Liu TCH. Moment-rotation-temperature characteristics of steel/ composite connections. ASCE Journal of Structural Engineering 1999: 125(10): 1188-1197.
    • (1999) ASCE Journal of Structural Engineering , vol.125 , Issue.10 , pp. 1188-1197
    • Liu, T.C.H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.