메뉴 건너뛰기




Volumn 25, Issue 6, 2003, Pages 817-833

A generalised steel/reinforced concrete beam-column element model for fire conditions

Author keywords

Composite construction; Finite elements; Fire conditions; Material properties; Non linear analysis; Reinforced concrete; Steel

Indexed keywords

COMPOSITE STRUCTURES; COMPUTER SOFTWARE; CONCRETE BEAMS AND GIRDERS; CRACK INITIATION; CRUSHING; DEGRADATION; REINFORCED CONCRETE; THERMAL EXPANSION;

EID: 0037402693     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(03)00019-1     Document Type: Article
Times cited : (61)

References (22)
  • 1
    • 0029752717 scopus 로고    scopus 로고
    • A non-linear analysis for three-dimensional steel frames in fire conditions
    • Najjar SR, Burgess IW. A non-linear analysis for three-dimensional steel frames in fire conditions. Engineering Structures 1996;18(1):77-89.
    • (1996) Engineering Structures , vol.18 , Issue.1 , pp. 77-89
    • Najjar, S.R.1    Burgess, I.W.2
  • 2
    • 0029736108 scopus 로고    scopus 로고
    • The lateral-torsional buckling of unrestrained steel beams in fire
    • Bailey CG, Burgess IW, Plank RJ. The lateral-torsional buckling of unrestrained steel beams in fire. J construct Steel Research 1996;36(2):101-19.
    • (1996) J Construct Steel Research , vol.36 , Issue.2 , pp. 101-119
    • Bailey, C.G.1    Burgess, I.W.2    Plank, R.J.3
  • 3
    • 0032653651 scopus 로고    scopus 로고
    • Nonlinear analysis of reinforced concrete slabs subjected to fire
    • Huang Z, Burgess IW, Plank RJ. Nonlinear analysis of reinforced concrete slabs subjected to fire. ACI Structural Journal 1999;96(1):127-35.
    • (1999) ACI Structural Journal , vol.96 , Issue.1 , pp. 127-135
    • Huang, Z.1    Burgess, I.W.2    Plank, R.J.3
  • 4
    • 0037082628 scopus 로고    scopus 로고
    • Modelling of asymmetric cross-section members for fire conditions
    • Cai J, Burgess IW, Plank RJ. Modelling of asymmetric cross-section members for fire conditions. J Construct Steel Research 2000;58(3 ):389-412.
    • (2000) J Construct Steel Research , vol.58 , Issue.3 , pp. 389-412
    • Cai, J.1    Burgess, I.W.2    Plank, R.J.3
  • 5
    • 0033750233 scopus 로고    scopus 로고
    • Effective stiffness modelling of composite concrete slabs in fire
    • Huang Z, Burgess IW, Plank RJ. Effective stiffness modelling of composite concrete slabs in fire. Engineering Structures 2000;22:1133-44.
    • (2000) Engineering Structures , vol.22 , pp. 1133-1144
    • Huang, Z.1    Burgess, I.W.2    Plank, R.J.3
  • 6
    • 0003661511 scopus 로고
    • 2nd ed Israel Program for Scientific Translations Ltd
    • Vlasov VZ. Thin-walled elastic beams. 2nd ed Israel Program for Scientific Translations Ltd, 1963.
    • (1963) Thin-walled Elastic Beams
    • Vlasov, V.Z.1
  • 7
    • 0012830226 scopus 로고
    • Space behaviour and design
    • McGraw-Hill Book Company
    • Chen W, Atsuta T. Space behaviour and design. Theory of beam-columns, vol. 2. McGraw-Hill Book Company, 1977.
    • (1977) Theory of Beam-columns , vol.2
    • Chen, W.1    Atsuta, T.2
  • 8
    • 0003198194 scopus 로고
    • Solid and fluid mechanics dynamics and non-linearity
    • McGraw-Hill Book Company
    • Zienkiewicz OC, Taylor RL. Solid and fluid mechanics dynamics and non-linearity. The finite element method, vol. 2.McGraw-Hill Book Company, 1991.
    • (1991) The Finite Element Method , vol.2
    • Zienkiewicz, O.C.1    Taylor, R.L.2
  • 11
    • 0022675983 scopus 로고
    • The modified compression-field theory for reinforced concrete element subject to shear
    • Vecchio FJ, Collins MP. The modified compression-field theory for reinforced concrete element subject to shear. ACI Journal, Proceedings 1986;83(2):219-31.
    • (1986) ACI Journal, Proceedings , vol.83 , Issue.2 , pp. 219-231
    • Vecchio, F.J.1    Collins, M.P.2
  • 12
    • 0021726921 scopus 로고
    • The need for fracture mechanics options in finite element models for concrete structures
    • Damjanic F. editor. Swansea: Pineridge Press
    • Rots JG. The need for fracture mechanics options in finite element models for concrete structures. In: Damjanic F, editor. Proc. International Conference on Computer Aided Analysis and Design of Concrete Structures, Part 1. Swansea: Pineridge Press; 1984. p. 19-32.
    • (1984) Proc. International Conference on Computer Aided Analysis and Design of Concrete Structures , Issue.PART 1 , pp. 19-32
    • Rots, J.G.1
  • 13
    • 0031141935 scopus 로고    scopus 로고
    • Nonlinear finite element analysis of planar reinforced concrete members subjected to fires
    • Huang Z, Platten A. Nonlinear finite element analysis of planar reinforced concrete members subjected to fires. ACI Structural Journal 1997,94(3):272-82.
    • (1997) ACI Structural Journal , vol.94 , Issue.3 , pp. 272-282
    • Huang, Z.1    Platten, A.2
  • 19
    • 0026115031 scopus 로고
    • Flexure and shear behaviour of concrete beams during fires
    • Ellingwood B, Lin TD. Flexure and shear behaviour of concrete beams during fires. ASCE Journal of Structural Engineering 1991;1176(2):440-58.
    • (1991) ASCE Journal of Structural Engineering , vol.1176 , Issue.2 , pp. 440-458
    • Ellingwood, B.1    Lin, T.D.2
  • 22
    • 0030107422 scopus 로고    scopus 로고
    • Non-linear finite element model to predict temperature histories within reinforced concrete in fires
    • Huang Z, Platten A, Roberts J. Non-linear finite element model to predict temperature histories within reinforced concrete in fires. Building and Environment 1996;31(2):109-18.
    • (1996) Building and Environment , vol.31 , Issue.2 , pp. 109-118
    • Huang, Z.1    Platten, A.2    Roberts, J.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.