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Volumn 9, Issue 6, 2000, Pages 589-600

Basis for the design of lateral reinforcement for high-strength concrete columns

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; COMPRESSIVE STRENGTH; CONCRETES; DUCTILITY; FRACTURE MECHANICS; MATHEMATICAL MODELS; REINFORCEMENT; SAFETY FACTOR; STEEL; STRAIN; STRESS ANALYSIS; STRUCTURAL DESIGN;

EID: 0033747152     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2000.9.6.589     Document Type: Article
Times cited : (16)

References (16)
  • 2
    • 0342622446 scopus 로고
    • Standards Association of Australia
    • (1994), Concrete Structures Standard, Standards Association of Australia.
    • (1994) Concrete Structures Standard
  • 4
    • 0028388671 scopus 로고
    • High-strength concrete columns confined by rectangular ties
    • Cusson, D. and Paultre, P. (1994), "High-strength concrete columns confined by rectangular ties", J. of Str. Eng., ASCE, 120(3), 783-804.
    • (1994) J. of Str. Eng., ASCE , vol.120 , Issue.3 , pp. 783-804
    • Cusson, D.1    Paultre, P.2
  • 7
    • 0024065683 scopus 로고
    • Theoretical stress-strain model for confined concrete
    • Mander, J.B., Priestley, M.J.N. and Park, R. (1988), "Theoretical stress-strain model for confined concrete", J. of Str. Eng., ASCE, 114(8), 1804-1826.
    • (1988) J. of Str. Eng., ASCE , vol.114 , Issue.8 , pp. 1804-1826
    • Mander, J.B.1    Priestley, M.J.N.2    Park, R.3
  • 8
    • 0003915636 scopus 로고
    • 4th Ed., Norwegian Council for Building Standardization, Oslo, Norway
    • NS 3473 E Concrete Structures Design Rules (1992), 4th Ed., Norwegian Council for Building Standardization, Oslo, Norway.
    • (1992) NS 3473 E Concrete Structures Design Rules
  • 11
    • 0029776341 scopus 로고    scopus 로고
    • Full-range behaviour of high-strength concrete flexural members
    • Pendyala, R., Mendis, P.A. and Patnaikuni, I. (1996), "Full-range behaviour of high-strength concrete flexural members", ACI Str. Journal, 93(1), 30-35.
    • (1996) ACI Str. Journal , vol.93 , Issue.1 , pp. 30-35
    • Pendyala, R.1    Mendis, P.A.2    Patnaikuni, I.3
  • 13
    • 0019896945 scopus 로고
    • Stress-strain behaviour of concrete confined by overlapping hoops at low and high strain rates
    • January-February
    • Scott, B.D., Park, R. and Priestley, M.J.N. (1982), "Stress-strain behaviour of concrete confined by overlapping hoops at low and high strain rates", ACI Journal, January-February, 13-27.
    • (1982) ACI Journal , pp. 13-27
    • Scott, B.D.1    Park, R.2    Priestley, M.J.N.3
  • 14
    • 0028255055 scopus 로고
    • Confinement of high-strength concrete columns
    • Sheikh, S.A., Shah, D.V. and Khoury, S.S. (1994), "Confinement of high-strength concrete columns", ACI Str. Journal, 91(1), 100-111.
    • (1994) ACI Str. Journal , vol.91 , Issue.1 , pp. 100-111
    • Sheikh, S.A.1    Shah, D.V.2    Khoury, S.S.3
  • 15
    • 0020292097 scopus 로고
    • Analytical model for concrete confinement in tied columns
    • Sheikh, S.A. and Uzumeri, S.M. (1982), "Analytical model for concrete confinement in tied columns", J. of the Str. Div., ASCE, 108(12), 2703-2722.
    • (1982) J. of the Str. Div., ASCE , vol.108 , Issue.12 , pp. 2703-2722
    • Sheikh, S.A.1    Uzumeri, S.M.2
  • 16
    • 0025521740 scopus 로고
    • Ductility analysis of confined columns
    • Samra, R.M. (1990), "Ductility analysis of confined columns", J of Str. Eng., ASCE, 116(11), 3148-3161.
    • (1990) J of Str. Eng., ASCE , vol.116 , Issue.11 , pp. 3148-3161
    • Samra, R.M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.