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Volumn 126, Issue 9, 2000, Pages 995-1003

Analysis of cracking effects on tall reinforced concrete buildings

Author keywords

[No Author keywords available]

Indexed keywords

CRACKS; DEFLECTION (STRUCTURES); ITERATIVE METHODS; REINFORCED CONCRETE; STIFFNESS; STRUCTURAL ANALYSIS;

EID: 0034273496     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:9(995)     Document Type: Article
Times cited : (15)

References (20)
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    • (1995) ACI 381-95
  • 2
    • 0343535066 scopus 로고
    • Instantaneous and time dependent deflections of simple and continuous reinforced concrete beams
    • Bureau of Public Roads
    • Branson, D. E. (1963). "Instantaneous and time dependent deflections of simple and continuous reinforced concrete beams." Ala. Hwy. Res. Rep. No. 7, Bureau of Public Roads.
    • (1963) Ala. Hwy. Res. Rep. No. 7 , vol.7
    • Branson, D.E.1
  • 4
    • 0343970981 scopus 로고
    • Influence of tension stiffening on behavior or structures
    • International Association of Bridge and Structural Engineers, Zurich
    • Cauvin, A. (1991). "Influence of tension stiffening on behavior or structures." Proc., IABSE Colloquium, International Association of Bridge and Structural Engineers, Zurich, 153-158.
    • (1991) Proc., IABSE Colloquium , pp. 153-158
    • Cauvin, A.1
  • 7
    • 0025519802 scopus 로고
    • Tension-stiffening model for planar reinforced concrete members
    • Massicotte, B., Elwi, A. E., and MacGregor, J. G. (1990). "Tension-stiffening model for planar reinforced concrete members." J. Struct. Engrg., ASCE, 116(11), 3039-3058.
    • (1990) J. Struct. Engrg., ASCE , vol.116 , Issue.11 , pp. 3039-3058
    • Massicotte, B.1    Elwi, A.E.2    MacGregor, J.G.3
  • 8
    • 0033232396 scopus 로고    scopus 로고
    • Prediction of the stiffness of reinforced concrete shear walls under service loads
    • Mickleborough, N. C., Ning, F., and Chan, C. M. (1999). "Prediction of the stiffness of reinforced concrete shear walls under service loads." ACI Struct. J., 96(6), 1018-1026.
    • (1999) ACI Struct. J. , vol.96 , Issue.6 , pp. 1018-1026
    • Mickleborough, N.C.1    Ning, F.2    Chan, C.M.3
  • 10
    • 0342664832 scopus 로고    scopus 로고
    • The effective stiffness of reinforced concrete flexural members under service load conditions
    • Ning, F., Mickleborough, N. C., and Chan, C. M. (1999). "The effective stiffness of reinforced concrete flexural members under service load conditions." Australian J. Struct. Engrg., 2(2&3), 135-144.
    • (1999) Australian J. Struct. Engrg. , vol.2 , Issue.2-3 , pp. 135-144
    • Ning, F.1    Mickleborough, N.C.2    Chan, C.M.3
  • 11
    • 0030243718 scopus 로고    scopus 로고
    • Effective stiffness model for reinforced concrete slabs
    • Polak, M. A. (1996). "Effective stiffness model for reinforced concrete slabs." J. Struct. Engrg., ASCE, 122(9), 1025-1030.
    • (1996) J. Struct. Engrg., ASCE , vol.122 , Issue.9 , pp. 1025-1030
    • Polak, M.A.1
  • 12
    • 0027805218 scopus 로고
    • Nonlinear analysis of reinforced concrete shells
    • Polak, M. A., and Vecchio, F. J. (1993). "Nonlinear analysis of reinforced concrete shells." J. Struct. Engrg., ASCE, 119(12), 3439-3462.
    • (1993) J. Struct. Engrg., ASCE , vol.119 , Issue.12 , pp. 3439-3462
    • Polak, M.A.1    Vecchio, F.J.2
  • 13
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    • AS 3600-1994, Sydney, Australia
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    • (1994) SAA Concrete Structures Code
  • 14
    • 0020203368 scopus 로고
    • Practical calculations of two-way slab deflections
    • November
    • Scanlon, A., and Murray, D. W. (1982). "Practical calculations of two-way slab deflections." Concrete Int., November, 43-50.
    • (1982) Concrete Int. , pp. 43-50
    • Scanlon, A.1    Murray, D.W.2
  • 16
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    • (1982) State-of-the-art Rep. on Finite Element Anal. of Reinforced Concrete
  • 17
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  • 18
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  • 20
    • 0026119595 scopus 로고
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.