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Volumn 56, Issue 1, 2004, Pages 13-22

Minimum flexural ductility design of high-strength concrete beams

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; CONCRETE TESTING; DUCTILITY; REINFORCED CONCRETE; STEEL; STRUCTURAL ANALYSIS;

EID: 0442311096     PISSN: 00249831     EISSN: None     Source Type: Journal    
DOI: 10.1680/macr.2004.56.1.13     Document Type: Article
Times cited : (39)

References (13)
  • 1
    • 0035499735 scopus 로고    scopus 로고
    • Post-peak behavior and flexural ductility of doubly reinforced normal- and high-strength concrete beams
    • Pam H. J., Kwan A. K. H. and Ho J. C. M. Post-peak behavior and flexural ductility of doubly reinforced normal- and high-strength concrete beams. Structural Engineering and Mechanics, 2001, 12, No. 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
  • 2
    • 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
  • 3
    • 0026813588 scopus 로고
    • Analytical moment-curvature relations for tied concrete columns
    • Sheikh S. A. and Yeh C. C. Analytical moment-curvature relations for tied concrete columns. Journal of Structural Engineering, ASCE, 1992, 118, No. 2, 529-544.
    • (1992) Journal of Structural Engineering, ASCE , vol.118 , Issue.2 , pp. 529-544
    • Sheikh, S.A.1    Yeh, C.C.2
  • 4
    • 0033747152 scopus 로고    scopus 로고
    • Basis for the design of lateral reinforcement for high-strength concrete columns
    • Mendis P. A., Kovacic D. and Setunge S. Basis for the design of lateral reinforcement for high-strength concrete columns. Structural Engineering and Mechanics, 2000, 9, No. 6, 589-600.
    • (2000) Structural Engineering and Mechanics , vol.9 , Issue.6 , pp. 589-600
    • Mendis, P.A.1    Kovacic, D.2    Setunge, S.3
  • 10
    • 0006797573 scopus 로고
    • Chinese Academy of Building Research, Beijing; GBJ 11
    • Chinese Academy of Building Research. Seismic Design Code for Buildings and Structures, Chinese Academy of Building Research, Beijing, 1989, GBJ 11.
    • (1989) Seismic Design Code for Buildings and Structures
  • 11
    • 0442301022 scopus 로고    scopus 로고
    • Effects of concrete grade and steel yield strength on flexural ductility of reinforced concrete beams
    • (in press)
    • Kwan A. K. H., Ho J. C. M. and Pam H. J. Effects of concrete grade and steel yield strength on flexural ductility of reinforced concrete beams. Transactions of the Institute of Engineers Australia, 2003, (in press).
    • (2003) Transactions of the Institute of Engineers Australia
    • Kwan, A.K.H.1    Ho, J.C.M.2    Pam, H.J.3
  • 12
    • 0030230797 scopus 로고    scopus 로고
    • The stress-strain relationship of confined and unconfined concrete
    • Attard M. M. and Setunge S. The stress-strain relationship of confined and unconfined concrete. ACI Materials Journal, 1996, 93, No. 5, 432-444.
    • (1996) ACI Materials Journal , vol.93 , Issue.5 , pp. 432-444
    • Attard, M.M.1    Setunge, S.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.