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Volumn 152, Issue 4, 2002, Pages 361-369

Flexural strength and ductility of reinforced concrete beams

Author keywords

Beams and girders; Concrete structures; Design methods and aids

Indexed keywords

BEAMS AND GIRDERS; BENDING STRENGTH; DUCTILITY; EARTHQUAKE RESISTANCE;

EID: 0036872030     PISSN: 09650911     EISSN: None     Source Type: Journal    
DOI: 10.1680/stbu.2002.152.4.361     Document Type: Article
Times cited : (49)

References (12)
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    • AMERICAN CONCRETE INSTITUTE. State-of-the-Art Report on High Strength Concrete. American Concrete Institute, Detroit, 1992, Committee 363 Report ACI 363-R92, p. 55.
    • (1992) State-of-the-Art Report on High Strength Concrete , pp. 55
  • 2
    • 0347291010 scopus 로고    scopus 로고
    • Concrete Society. Concrete Society, Working Party Technical Report No. 49
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    • (1998) Design Guidance for High Strength Concrete , pp. 168
  • 4
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    • Behavior of laterally confined high-strength concrete under axial loads
    • ASCE
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    • (1988) Journal of Structural Engineering , vol.114 , Issue.2 , pp. 332-350
    • Yong, Y.K.1    Nour, M.2    Nawy, E.G.3
  • 5
    • 0012553411 scopus 로고
    • Department of Civil Engineering. University of Canterbury. Christchurch, New Zealand. Research Report No. 82-6
    • FALCONER T. J. and PARK R. Ductility of Prestressed Concrete Piles under Seismic Loading. Department of Civil Engineering. University of Canterbury. Christchurch, New Zealand. 1982, Research Report No. 82-6, p. 121.
    • (1982) Ductility of Prestressed Concrete Piles Under Seismic Loading , pp. 121
    • Falconer, T.J.1    Park, R.2
  • 6
    • 0022674289 scopus 로고
    • The moment-curvature relationship of reinforced concrete members
    • CARREIRA D. J. and CHU K. H. The moment-curvature relationship of reinforced concrete members. ACI Journal. 1986, 83, No. 2, 191-198.
    • (1986) ACI Journal , vol.83 , Issue.2 , pp. 191-198
    • Carreira, D.J.1    Chu, K.H.2
  • 7
    • 0030196141 scopus 로고    scopus 로고
    • Transverse steel content in spiral concrete columns subjected to eccentric loading
    • SAMRA R. M., DEEB N. A. A. and MADI U. R. Transverse steel content in spiral concrete columns subjected to eccentric loading. ACI Structural Journal, 1996, 93, No. 4, 412-419.
    • (1996) ACI Structural Journal , vol.93 , Issue.4 , pp. 412-419
    • Samra, R.M.1    Deeb, N.A.A.2    Madi, U.R.3
  • 8
    • 0026813588 scopus 로고    scopus 로고
    • Analytical moment-curvature relations for tied concrete columns
    • ASCE
    • SHEIKH S. A. and YEH C. C. Analytical moment-curvature relations for tied concrete columns. Journal of Structural Engineering. ASCE, 1997, 118, No. 2, 529-544.
    • (1997) Journal of Structural Engineering , vol.118 , Issue.2 , pp. 529-544
    • Sheikh, S.A.1    Yeh, C.C.2
  • 9
    • 0042884434 scopus 로고    scopus 로고
    • Theoretical analysis of complete moment-curvature behaviour of reinforced high-strength concrete beams
    • to be published
    • Ho J. C. M., PAM H. J. and KWAN A. K. H. Theoretical analysis of complete moment-curvature behaviour of reinforced high-strength concrete beams. The Structural Design of Tall Buildings, 2003, (to be published).
    • (2003) The Structural Design of Tall Buildings
    • Ho, J.C.M.1    Pam, H.J.2    Kwan, A.K.H.3
  • 10
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    • Post-peak behaviour and flexural ductility of doubly reinforced high-strength concrete beams
    • PAM H. J., KWAN A. K. H. and Ho J. C. M. Post-peak behaviour and flexural ductility of doubly reinforced high-strength concrete beams. Structural Engineering and Mechanics, 2001, 12(5), 459-474.
    • (2001) Structural Engineering and Mechanics , vol.12 , Issue.5 , pp. 459-474
    • Pam, H.J.1    Kwan, A.K.H.2    Ho, J.C.M.3
  • 11
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    • The stress-strain relationship of confined and unconfined concrete
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  • 12
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    • A two parameter stress block for high-strength concrete
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    • (1998) ACI Structural Journal , vol.95 , Issue.3 , pp. 305-317
    • Attard, M.M.1    Stewart, M.G.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.