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Volumn 100, Issue 6, 2003, Pages 704-712

Design of Simply Supported Deep Beams Using Strut-and-Tie Models

Author keywords

Beam; Shear; Strut; Tie

Indexed keywords

LOAD TRANSFER; SHEAR RESISTANCE;

EID: 0346243623     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (99)

References (14)
  • 1
    • 0003510447 scopus 로고    scopus 로고
    • American Association of State Highway and Transportation Officials, Washington, D.C.
    • AASHTO, 1998, "AASHTO LRFD Bridge Design Specifications," American Association of State Highway and Transportation Officials, Washington, D.C.
    • (1998) AASHTO LRFD Bridge Design Specifications
  • 3
    • 0026866369 scopus 로고
    • Strut-Tie Approach in Pretensioned Beams
    • May-June
    • Alshegeir, A., and Ramirez, J. A., 1992, "Strut-Tie Approach in Pretensioned Beams," ACI Structural Journal, V. 89, No. 3, May-June, pp. 296-304.
    • (1992) ACI Structural Journal , vol.89 , Issue.3 , pp. 296-304
    • Alshegeir, A.1    Ramirez, J.A.2
  • 5
    • 0003429129 scopus 로고
    • Comite Euro-International du Beton/Federation Internationale de la Precontrainte, Paris
    • CEB-FIP, 1990, "CEB-FIP Model Code for Concrete Structures," Comite Euro-International du Beton/Federation Internationale de la Precontrainte, Paris.
    • (1990) CEB-FIP Model Code for Concrete Structures
  • 8
    • 0032122006 scopus 로고    scopus 로고
    • Experimental Studies on High-Strength Concrete Deep Beams
    • July-Aug.
    • Foster, S. J., and Gilbert, R. I., 1998, "Experimental Studies on High-Strength Concrete Deep Beams," ACI Structural Journal, V. 95, No. 4, July-Aug., pp. 382-390.
    • (1998) ACI Structural Journal , vol.95 , Issue.4 , pp. 382-390
    • Foster, S.J.1    Gilbert, R.I.2
  • 10
    • 85040302963 scopus 로고
    • Shear Strength of Deep Reinforced Concrete Continuous Beams
    • Department of Civil Engineering, University of Alberta, Canada
    • Rogowsky, D. M., and MacGregor, J. G., 1983, "Shear Strength of Deep Reinforced Concrete Continuous Beams," Structural Engineering Report 110, Department of Civil Engineering, University of Alberta, Canada, 178 pp.
    • (1983) Structural Engineering Report , vol.110 , pp. 178
    • Rogowsky, D.M.1    Macgregor, J.G.2
  • 11
    • 0022754330 scopus 로고
    • Tests of Reinforced Concrete Deep Beams
    • July-Aug.
    • Rogowsky, D. M.; MacGregor, J. G.; and Ong, S. Y., 1986, "Tests of Reinforced Concrete Deep Beams," ACI JOURNAL, Proceedings V. 83, No. 4, July-Aug., pp. 614-623.
    • (1986) ACI Journal, Proceedings , vol.83 , Issue.4 , pp. 614-623
    • Rogowsky, D.M.1    Macgregor, J.G.2    Ong, S.Y.3
  • 12
    • 0020128728 scopus 로고
    • Shear Strength of Deep Beams
    • May-June
    • Smith, K. N., and Vantsiotis, A. S., 1982, "Shear Strength of Deep Beams," ACI JOURNAL, Proceedings V. 79, No. 3, May-June, pp. 201-213.
    • (1982) ACI Journal, Proceedings , vol.79 , Issue.3 , pp. 201-213
    • Smith, K.N.1    Vantsiotis, A.S.2
  • 13
    • 0347923842 scopus 로고
    • Investigation into the Efficiency Factor Used in Non-Flexural Reinforced Concrete Member Design
    • School of Civil Engineering, University of New South Wales, Kensington
    • Warwick, W. B., and Foster, S. J., 1993, "Investigation Into the Efficiency Factor Used in Non-Flexural Reinforced Concrete Member Design," UNICIV Report No. R-320, School of Civil Engineering, University of New South Wales, Kensington, 81 pp.
    • (1993) UNICIV Report No. R-320 , vol.R-320 , pp. 81
    • Warwick, W.B.1    Foster, S.J.2
  • 14
    • 0347923844 scopus 로고    scopus 로고
    • MS thesis, Department of Civil and Environmental Engineering, University of Kansas, Lawrence, Kans., July
    • Wong, K. H., 2001, "Design of Reinforced Concrete Beams Using Strut-and-Tie Models," MS thesis, Department of Civil and Environmental Engineering, University of Kansas, Lawrence, Kans., July, 68 pp.
    • (2001) Design of Reinforced Concrete Beams Using Strut-and-tie Models , pp. 68
    • Wong, K.H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.