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Volumn 123, Issue 10, 1997, Pages 1331-1338

Direct assessment of safe strengths of RC slabs under membrane action

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIVE STRENGTH; REINFORCED CONCRETE; SAFETY FACTOR; STIFFNESS MATRIX; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; VISCOUS FLOW;

EID: 0031256956     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1997)123:10(1331)     Document Type: Article
Times cited : (23)

References (15)
  • 2
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    • ASCE
    • Bræstrup, M. W., and Morley, C. T. (1980). "Dome effect in R.C. slabs: elastic-plastic analysis." J. Struct. Div., ASCE, 106(6), 1255-1262.
    • (1980) J. Struct. Div. , vol.106 , Issue.6 , pp. 1255-1262
    • Bræstrup, M.W.1    Morley, C.T.2
  • 3
    • 0008971243 scopus 로고
    • The effect of membrane stresses on the ultimate strength of the interior panel of a reinforced concrete slab
    • London, England
    • Christiansen, K. P. (1963). "The effect of membrane stresses on the ultimate strength of the interior panel of a reinforced concrete slab." The Struct. Engr., London, England, 41(8), 261-265.
    • (1963) The Struct. Engr. , vol.41 , Issue.8 , pp. 261-265
    • Christiansen, K.P.1
  • 4
    • 0017454136 scopus 로고
    • Load-deflection behavior of restrained reinforced concrete slabs
    • ASCE
    • Desayi, P., and Kulkarni, A. B. (1977). "Load-deflection behavior of restrained reinforced concrete slabs." J. Struct. Div., ASCE, 103(2), 405-419.
    • (1977) J. Struct. Div. , vol.103 , Issue.2 , pp. 405-419
    • Desayi, P.1    Kulkarni, A.B.2
  • 5
    • 0024940945 scopus 로고
    • Flow rule in elastically restrained one-way spanning RC slabs
    • ASCE
    • Eyre, J. R. (1990). "Flow rule in elastically restrained one-way spanning RC slabs." J. Struct. Engrg., ASCE, 116(12), 3251-3267.
    • (1990) J. Struct. Engrg. , vol.116 , Issue.12 , pp. 3251-3267
    • Eyre, J.R.1
  • 6
    • 0028400203 scopus 로고
    • In-plane stiffness of reinforced concrete slabs under compressive membrane action
    • London, England
    • Eyre, J. R., and Kemp, K. O. (1994). "In-plane stiffness of reinforced concrete slabs under compressive membrane action." Mag. Concrete Res., London, England, 46(166), 67-77.
    • (1994) Mag. Concrete Res. , vol.46 , Issue.166 , pp. 67-77
    • Eyre, J.R.1    Kemp, K.O.2
  • 7
    • 84963462834 scopus 로고
    • Arching action in elastic-plastic plates
    • Janas, M. (1973). "Arching action in elastic-plastic plates." J. Struct. Mech., 1(13), 277-293.
    • (1973) J. Struct. Mech. , vol.1 , Issue.13 , pp. 277-293
    • Janas, M.1
  • 8
    • 33947165646 scopus 로고
    • Test on a reinforced concrete slab and beam floor designed with allowance for membrane action
    • Am. Concrete Inst. (ACI), Spec. Publ. 30, Detroit, Mich.
    • Hopkins, D. C., and Park, R. (1971). "Test on a reinforced concrete slab and beam floor designed with allowance for membrane action." Cracking, deflection and ultimate load of concrete slab systems. Am. Concrete Inst. (ACI), Spec. Publ. 30, Detroit, Mich., 223-250.
    • (1971) Cracking, Deflection and Ultimate Load of Concrete Slab Systems , pp. 223-250
    • Hopkins, D.C.1    Park, R.2
  • 9
    • 85114861640 scopus 로고
    • Limit strength and serviceability factors in uniformly loaded, isotropically reinforced two-way slabs
    • Am. Concrete Inst. (ACI), Detroit, Mich., Spec. Publ. 30
    • Hung, T. Y., and Nawy, E. G. (1971). "Limit strength and serviceability factors in uniformly loaded, isotropically reinforced two-way slabs." Cracking, deflection and ultimate load of concrete slab systems, Am. Concrete Inst. (ACI), Detroit, Mich., Spec. Publ. 30, 301-324.
    • (1971) Cracking, Deflection and Ultimate Load of Concrete Slab Systems , pp. 301-324
    • Hung, T.Y.1    Nawy, E.G.2
  • 10
    • 0040270866 scopus 로고
    • Yield of a square reinforced concrete slab on simple supports allowing for membrane forces
    • London, England
    • Kemp, K. O. (1967). "Yield of a square reinforced concrete slab on simple supports allowing for membrane forces." The Struct. Engr., London, England, 45(7), 235-240.
    • (1967) The Struct. Engr. , vol.45 , Issue.7 , pp. 235-240
    • Kemp, K.O.1
  • 11
    • 5544291396 scopus 로고
    • Plastic flow rules for use in the analysis of compressive membrane action in concrete slabs
    • G.S.T. Armer, and D.B. Moore, eds., Butterworths, London, England
    • Kemp, K. O., Eyre, J. R., and Al-Hassani, H. M. (1989). "Plastic flow rules for use in the analysis of compressive membrane action in concrete slabs." Proc., R H Wood Memorial Conf, Frame and Slab Struct., G.S.T. Armer, and D.B. Moore, eds., Butterworths, London, England, 175-193.
    • (1989) Proc., R H Wood Memorial Conf, Frame and Slab Struct. , pp. 175-193
    • Kemp, K.O.1    Eyre, J.R.2    Al-Hassani, H.M.3
  • 12
    • 84991203291 scopus 로고
    • Yield line theory for reinforced concrete slabs at moderately large deflexions
    • London, England
    • Morley, C. T. (1967). "Yield line theory for reinforced concrete slabs at moderately large deflexions." Mag. Concrete Res., London, England, 19(61), 211-222.
    • (1967) Mag. Concrete Res. , vol.19 , Issue.61 , pp. 211-222
    • Morley, C.T.1
  • 13
    • 0000156934 scopus 로고
    • Ultimate strength of rectangular concrete slabs under short-term uniform loading with edges restrained against lateral movement
    • London, England
    • Park, R. (1964). "Ultimate strength of rectangular concrete slabs under short-term uniform loading with edges restrained against lateral movement." Proc., Inst. of Civ. Engrs., London, England, 28, 125-150.
    • (1964) Proc., Inst. of Civ. Engrs. , vol.28 , pp. 125-150
    • Park, R.1
  • 14
    • 5544259503 scopus 로고
    • Load-carrying capacity of slab strips restrained against longitudinal expansion
    • London, England
    • Roberts, E. H. (1969). "Load-carrying capacity of slab strips restrained against longitudinal expansion." Concrete, London, England, 3(9), 369-378.
    • (1969) Concrete , vol.3 , Issue.9 , pp. 369-378
    • Roberts, E.H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.