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Volumn 96, Issue 1, 1999, Pages 127-135

Nonlinear analysis of reinforced concrete slabs subjected to fire

Author keywords

Concrete slabs; Finite element method; Fire; Shear stress; Shell element; Structural analysis; Tangent modulus

Indexed keywords

CONCRETE SLABS; FINITE ELEMENT METHOD; FIRE RESISTANCE; FLAMMABILITY TESTING; ITERATIVE METHODS; SHEAR STRESS; SHELLS (STRUCTURES); STIFFNESS; STRESS ANALYSIS; STRUCTURAL ANALYSIS; THERMAL EFFECTS;

EID: 0032653651     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (104)

References (16)
  • 3
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    • ECSC Project: Behaviour of a Multi-Storey Steel Framed Building Subjected to Natural Fires. Test 3: Corner Compartment, Data Files: Deflection/Displacement Measurements
    • Swinden Technology Center, British Steel plc, South Yorkshire, UK, Oct.
    • Bentley, P. K.; Shaw, D.; and Tomlinson, I., "ECSC Project: Behaviour of a Multi-Storey Steel Framed Building Subjected to Natural Fires. Test 3: Corner Compartment, Data Files: Deflection/Displacement Measurements," Report S423/3/Part D1, Swinden Technology Center, British Steel plc, South Yorkshire, UK, Oct. 1996.
    • (1996) Report S423/3/Part D1
    • Bentley, P.K.1    Shaw, D.2    Tomlinson, I.3
  • 4
    • 3142602911 scopus 로고
    • Closed Form Solutions for Simply Supported Mindlin Plates
    • E. Hinton and D. R. J. Owen, eds., Pineridge Press Ltd., Swansea, UK
    • Hinton, E., "Closed Form Solutions for Simply Supported Mindlin Plates," Finite Element Software for Plates and Shells, E. Hinton and D. R. J. Owen, eds., Pineridge Press Ltd., Swansea, UK, 1984, pp. 1-48.
    • (1984) Finite Element Software for Plates and Shells , pp. 1-48
    • Hinton, E.1
  • 5
    • 0346428112 scopus 로고
    • Material and Time Dependent Nonlinear Behaviour of Cracked Reinforced Concrete Slabs
    • Preliminary Report IASS Symposium Held in Darmstadt, G. Mehlhorn, H. Ruhle, and W. Zerna, eds., Werner-Werlay Dusseldorf, July
    • Duddeck H.; Griebenow, G.; and Shaper, G., "Material and Time Dependent Nonlinear Behaviour of Cracked Reinforced Concrete Slabs," Nonlinear Behaviour of Reinforced Concrete Spatial Structures, V. 1, Preliminary Report IASS Symposium Held in Darmstadt, G. Mehlhorn, H. Ruhle, and W. Zerna, eds., Werner-Werlay Dusseldorf, July 1978, pp. 101-113.
    • (1978) Nonlinear Behaviour of Reinforced Concrete Spatial Structures , vol.1 , pp. 101-113
    • Duddeck, H.1    Griebenow, G.2    Shaper, G.3
  • 6
    • 0024619915 scopus 로고
    • Fire Test of Concrete Slab Reinforced with Epoxy-Coated Bars
    • Mar.-Apr.
    • Lin, T. D.; Zwiers, R. I.; Shirley S. T.; and Burg, R. G., "Fire Test of Concrete Slab Reinforced with Epoxy-Coated Bars," ACI Structural Journal, V. 86, No. 2, Mar.-Apr. 1989, pp. 156-162.
    • (1989) ACI Structural Journal , vol.86 , Issue.2 , pp. 156-162
    • Lin, T.D.1    Zwiers, R.I.2    Shirley, S.T.3    Burg, R.G.4
  • 7
    • 0003474648 scopus 로고    scopus 로고
    • Prentice-Hall, Inc., Englewood Cliffs, N.J.
    • Bathe, K.-J., Finite Element Procedures, Prentice-Hall, Inc., Englewood Cliffs, N.J., 1996, 1037 pp.
    • (1996) Finite Element Procedures
    • Bathe, K.-J.1
  • 9
    • 0015657113 scopus 로고
    • Behaviour of Concrete under Biaxial Stresses
    • ASCE, Aug.
    • Kupfer, H. B., and Gerstle, K. H., "Behaviour of Concrete under Biaxial Stresses," Journal of the Structural Division, ASCE, V. 99, No. EM4, Aug. 1973, pp. 853-866.
    • (1973) Journal of the Structural Division , vol.99 , Issue.EM4 , pp. 853-866
    • Kupfer, H.B.1    Gerstle, K.H.2
  • 11
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    • The Modified Compression-Field Theory for Reinforced Concrete Element Subject to Shear
    • Proceedings Mar.-Apr.
    • Vecchio, F. J., and Collins, M. P., "The Modified Compression-Field Theory for Reinforced Concrete Element Subject to Shear," ACI JOURNAL, Proceedings V. 83, No. 2. Mar.-Apr. 1986, pp. 219-231.
    • (1986) ACI Journal , vol.83 , Issue.2 , pp. 219-231
    • Vecchio, F.J.1    Collins, M.P.2
  • 12
    • 3142647047 scopus 로고
    • EUROCODE 4, Part 1.2: Structural Fire Design, PT3 of CEN/TC 250/SC4
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    • (1993) Design of Composite Steel and Concrete Structures
  • 13
    • 0026115031 scopus 로고
    • Flexure and Shear Behaviour of Concrete Beams during Fires
    • ASCE, Feb.
    • Ellingwood, B., and Lin, T. D., "Flexure and Shear Behaviour of Concrete Beams During Fires," Journal of Structural Engineering, ASCE, V. 117, No. 2, Feb., 1991, pp. 440-458.
    • (1991) Journal of Structural Engineering , vol.117 , Issue.2 , pp. 440-458
    • Ellingwood, B.1    Lin, T.D.2
  • 14
    • 0025752136 scopus 로고
    • Method to Calculate the Fire Resistance of Circular Reinforced Concrete Columns
    • Lie, T. T., and Celikkod, B., "Method to Calculate the Fire Resistance of Circular Reinforced Concrete Columns," ACI Materials Journal, V. 88, No. 1, 1991, pp. 84-91.
    • (1991) ACI Materials Journal , vol.88 , Issue.1 , pp. 84-91
    • Lie, T.T.1    Celikkod, B.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.