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Volumn 93, Issue 5, 1996, Pages 555-563

Performance of high-strength concrete corbels

Author keywords

Brackets; Corbels; High strength concretes; Shear properties; Structural design; Trusses

Indexed keywords

FAILURE ANALYSIS; MODEL STRUCTURES; PERFORMANCE; PLASTICITY; REINFORCEMENT; SHEAR STRENGTH; STRUCTURAL DESIGN; TRUSSES;

EID: 0030242711     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (62)

References (18)
  • 1
    • 85116239983 scopus 로고
    • Reinforced Corbels of High-Strength Concrete
    • SP 87-11, American Concrete Institute, Detroit
    • Yong, Y. K.; Douglas, H.; McCloskey, H.; and Navvy, E. G., "Reinforced Corbels of High-Strength Concrete," High-Strength Concrete, SP 87-11, American Concrete Institute, Detroit, 1985, pp. 197-212.
    • (1985) High-Strength Concrete , pp. 197-212
    • Yong, Y.K.1    Douglas, H.2    McCloskey, H.3    Navvy, E.G.4
  • 2
    • 0028419014 scopus 로고
    • Behavior of Reinforced High-Strength Concrete Corbels
    • ASCE, Apr.
    • Yong, Y. K., and Balagura, P., "Behavior of Reinforced High-Strength Concrete Corbels," Journal of Structural Engineering, ASCE, V. 120, No. 4, Apr. 1994, pp. 1182-1201.
    • (1994) Journal of Structural Engineering , vol.120 , Issue.4 , pp. 1182-1201
    • Yong, Y.K.1    Balagura, P.2
  • 4
    • 0020543238 scopus 로고
    • Design of Concrete Brackets: On the Application of the Truss Analogy
    • Proceedings Jan.-Feb.
    • Hagberg, T., "Design of Concrete Brackets: On the Application of the Truss Analogy," ACI JOURNAL, Proceedings V. 80, No. 1, Jan.-Feb. 1983, pp. 3-12.
    • (1983) ACI Journal , vol.80 , Issue.1 , pp. 3-12
    • Hagberg, T.1
  • 5
    • 85040302963 scopus 로고
    • Shear Strength of Deep Reinforced Concrete Beams
    • Department of Civil Engineering, University of Alberta, Edmonton, Nov.
    • Rogowsky, D. M., and MacGregor, J. G., "Shear Strength of Deep Reinforced Concrete Beams," Structural Engineering Report, No. 110, Department of Civil Engineering, University of Alberta, Edmonton, Nov. 1983, 178 pp.
    • (1983) Structural Engineering Report, No. 110
    • Rogowsky, D.M.1    MacGregor, J.G.2
  • 8
    • 0347923842 scopus 로고
    • Investigation into the Efficiency Factor Used in Nonflexural Reinforced Concrete Member Design
    • University of New South Wales, July
    • Warwick, W. B., and Foster, S. J., "Investigation into the Efficiency Factor Used in Nonflexural Reinforced Concrete Member Design," UNICIV Report No. R-320, University of New South Wales, July 1993, 81 pp.
    • (1993) UNICIV Report No. R-320
    • Warwick, W.B.1    Foster, S.J.2
  • 9
    • 0016951397 scopus 로고
    • Design Proposals for Reinforced Concrete Corbels
    • May-June
    • Mattock, A. H., "Design Proposals for Reinforced Concrete Corbels," PCI Journal, V. 21, No. 3, May-June 1976, pp. 18-42.
    • (1976) PCI Journal , vol.21 , Issue.3 , pp. 18-42
    • Mattock, A.H.1
  • 10
  • 11
    • 0003758876 scopus 로고
    • Standards Association of Australia
    • AS 3600, "Concrete Structures," Standards Association of Australia, 1994.
    • (1994) Concrete Structures
  • 12
    • 0002914790 scopus 로고
    • Towards a Consistent Design of Structural Concrete
    • May-June
    • Schlaich, J., and Schäfer, K., "Towards a Consistent Design of Structural Concrete," PCI Journal, V. 32, No. 3, May-June 1987, pp. 74-150.
    • (1987) PCI Journal , vol.32 , Issue.3 , pp. 74-150
    • Schlaich, J.1    Schäfer, K.2
  • 13
    • 0029736493 scopus 로고    scopus 로고
    • Design of Nonflexural Members with Normal and High-Strength Concretes
    • Jan.-Feb.
    • Foster, S. J., and Gilbert, R. I., "Design of Nonflexural Members with Normal and High-Strength Concretes," ACI Structural Journal, V. 3, No. 1, Jan.-Feb. 1996, pp. 3-10.
    • (1996) ACI Structural Journal , vol.3 , Issue.1 , pp. 3-10
    • Foster, S.J.1    Gilbert, R.I.2
  • 14
    • 0002310309 scopus 로고
    • Connections in Precast Concrete Structures - Strength of Corbels
    • Feb.
    • Kriz, L. B., and Raths, C. H., "Connections in Precast Concrete Structures - Strength of Corbels," PCI Journal, V. 10, No. 1, No. 4, Feb. 1965, pp. 16-61.
    • (1965) PCI Journal , vol.10 , Issue.1-4 , pp. 16-61
    • Kriz, L.B.1    Raths, C.H.2
  • 15
    • 3142513991 scopus 로고
    • Experimental Investigation on High-Strength Concrete Corbels
    • University of New South Wales, School of Civil Engineering, Jan.
    • Selim, H. S.; Foster, S. J.; and Gowripalan, N., "Experimental Investigation on High-Strength Concrete Corbels," UNICIV Report No. R-310, University of New South Wales, School of Civil Engineering, Jan. 1993, 146 pp.
    • (1993) UNICIV Report No. R-310
    • Selim, H.S.1    Foster, S.J.2    Gowripalan, N.3
  • 16
    • 3142557502 scopus 로고
    • Design of Reinforced Concrete Corbels Using High-Strength Concrete
    • University of Dundee, Scotland, Sept.
    • Selim, H. S.; Foster, S. J.; and Gowripalan, N., "Design of Reinforced Concrete Corbels Using High-Strength Concrete," Concrete 2000, University of Dundee, Scotland, Sept. 1993.
    • (1993) Concrete 2000
    • Selim, H.S.1    Foster, S.J.2    Gowripalan, N.3
  • 17
    • 3142627911 scopus 로고
    • Experimental Investigation on Rectangular Corbels Cast in High-Strength Concrete
    • University of New South Wales, School of Civil Engineering, Aug.
    • Powell, R. E., and Foster, S. J., "Experimental Investigation on Rectangular Corbels Cast in High-Strength Concrete," UNICIV Report No. R-338, University of New South Wales, School of Civil Engineering, Aug. 1994, 216 pp.
    • (1994) UNICIV Report No. R-338
    • Powell, R.E.1    Foster, S.J.2
  • 18
    • 0022675983 scopus 로고
    • Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear
    • Proceedings Mar.-Apr.
    • Vecchio, F. J., and Collins, M. P., "Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear," ACI JOURNAL, Proceedings V. 83, No. 22, Mar.-Apr. 1986, pp. 219-231.
    • (1986) ACI Journal , vol.83 , Issue.22 , pp. 219-231
    • Vecchio, F.J.1    Collins, M.P.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.