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Volumn SP-197, Issue , 2002, Pages 45-85

Shear strength of circular reinforced concrete columns

Author keywords

Circular columns; Ductility; High strength reinforcement; Seismic resistance; Shear strength

Indexed keywords

CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; SEISMIC DESIGN; SEISMIC WAVES; SEISMOLOGY;

EID: 84942244884     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (9)

References (22)
  • 3
    • 0032320232 scopus 로고    scopus 로고
    • Recent Approaches to Shear Design of Structural Concrete
    • ASCE-ACI Committee 445
    • ASCE-ACI Committee 445. "Recent Approaches to Shear Design of Structural Concrete," ASCE, Journal of Structural Engineering, Vol. 124, No. 12, 1998, pp. 1375-1417.
    • (1998) ASCE, Journal of Structural Engineering , vol.124 , Issue.12 , pp. 1375-1417
  • 4
    • 0022675983 scopus 로고
    • The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear
    • Vecchio. F.J. and Collins. M.P
    • Vecchio. F.J. and Collins. M.P., "The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear," ACI Journal, Vol. 83. No. 2, 1986, pp. 219-231.
    • (1986) ACI Journal , vol.83 , Issue.2 , pp. 219-231
  • 5
    • 0034191699 scopus 로고    scopus 로고
    • Improved Analytical Model for Shear Strength of Circular Reinforced Concrete Columns in Seismic Regions
    • and Priestley. M.J.N., May-June
    • Kowalsky, M.J. and Priestley. M.J.N., "Improved Analytical Model for Shear Strength of Circular Reinforced Concrete Columns in Seismic Regions," ACI Structural Journal, Vol. 97. No. 3, May-June 2000, pp. 388396.
    • (2000) ACI Structural Journal , vol.97 , Issue.3 , pp. 388396
    • Kowalsky, M.J.1
  • 7
    • 0024732518 scopus 로고
    • Influence of Axial Tension on the Shear Capacity of Reinforced Concrete Members
    • Bhide. S.B. and
    • Bhide. S.B. and Collins, M.P., "Influence of Axial Tension on the Shear Capacity of Reinforced Concrete Members," ACI Structural Journal, Vol. 86. No. 5, 1989, pp. 370-581.
    • (1989) ACI Structural Journal , vol.86 , Issue.5 , pp. 370-581
    • Collins, M.P.1
  • 8
    • 0003994168 scopus 로고
    • Kirschner. U. and Publicatio 86-9, Department of Civil Engineering, University of Toronto, Sept
    • Kirschner. U. and Collins, M.P., "Investigating the Behaviour of Reinforced Concrete Shell Elements," Publication No. 86-9, Department of Civil Engineering, University of Toronto, Sept. 1986, 209 pp.
    • (1986) Investigating the Behaviour of Reinforced Concrete Shell Elements , pp. 209
    • Collins, M.P.1
  • 9
    • 0017961269 scopus 로고
    • Towards a Rational theory for RC Members in Shear
    • Collins, M.P., "Towards a Rational theory for RC Members in Shear," Journal of the Structural Division, ASCE, Vol. 104, 1978, pp. 649-666.
    • (1978) Journal of the Structural Division, ASCE , vol.104 , pp. 649-666
    • Collins, M.P.1
  • 10
    • 0024303654 scopus 로고
    • Nonlinear Finite Element Analysis of Reinforced Concrete Membranes
    • Vecchio, F.J., "Nonlinear Finite Element Analysis of Reinforced Concrete Membranes," ACI Structural Journal, Vol. 86, No. 1, 1989, pp. 26-35.
    • (1989) ACI Structural Journal , vol.86 , Issue.1 , pp. 26-35
    • Vecchio, F.J.1
  • 11
    • 0024016708 scopus 로고
    • Predicting the Response of Reinforced Concrete Beams Subjected to Shear Using Modified Compression Field Theory
    • Vecchio, F.J. and Collins, M.P., "Predicting the Response of Reinforced Concrete Beams Subjected to Shear Using Modified Compression Field Theory," ACI Structural Journal, Vol. 85, No. 3, 1988, pp. 258-268.
    • (1988) ACI Structural Journal , vol.85 , Issue.3 , pp. 258-268
    • Vecchio, F.J.1    Collins, M.P.2
  • 12
    • 0003690201 scopus 로고    scopus 로고
    • Ph.D. Thesis, Department of Civil Engineering, University of Toronto, plus appendices. Program Response-2000 can be downloaded from the World Wide Web at the following address
    • Bentz, E.C., "Sectional Analysis of Reinforced Concrete Members," Ph.D. Thesis, Department of Civil Engineering, University of Toronto, 2000, 184 pp., plus appendices. Program Response-2000 can be downloaded from the World Wide Web at the following address: http://www.ecf.utoronto.ca/~bentz/r2k.htm
    • (2000) Sectional Analysis of Reinforced Concrete Members , pp. 184
    • Bentz, E.C.1
  • 13
    • 36248939322 scopus 로고    scopus 로고
    • Second Edition 1998 with 2000 updates, American Association of State Highway and Transportation Officials, Washington
    • "AASHTO LRFD Bridge Design Specifications," Second Edition 1998 with 2000 updates, American Association of State Highway and Transportation Officials, Washington, 1998. 1091 pp.
    • (1998) AASHTO LRFD Bridge Design Specifications , pp. 1091
  • 15
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    • The Venezuela Earthquake July 29, 1967
    • Hanson. R.D. and American Iron and Steel Institute, New York
    • Hanson. R.D. and Degenkolb, J.H. "The Venezuela Earthquake July 29, 1967," American Iron and Steel Institute, New York, 1969, 176 pp.
    • (1969) , pp. 176
    • Degenkolb, J.H.1
  • 17
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    • Diagonal Tension in Concrete Members of Circular Section
    • (in Spanish), Ingenieria, Mexico, April
    • Faradji, M.J. and Diaz de Cossio, R., "Diagonal Tension in Concrete Members of Circular Section." (in Spanish), Ingenieria, Mexico, April 1965, p. 257-280.
    • (1965) , pp. 257-280
    • Faradji, M.J.1    Diaz de Cossio, R.2
  • 21
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    • The Use of Seven Wire Strand as Confinement Reinforcement in Circular Bridge Piers
    • San Diego, May
    • Priestley, M.J.N, and Budek, A.M., "The Use of Seven Wire Strand as Confinement Reinforcement in Circular Bridge Piers," Private Communication, San Diego, May 1999.
    • (1999) Private Communication
    • Priestley, M.J.N1    Budek, A.M.2
  • 22
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    • How Safe are our Large, Lightly Reinforced Concrete Beams, Slabs and Footings?
    • July-August
    • Collins, M.P. and Kuchma, D., "How Safe are our Large, Lightly Reinforced Concrete Beams, Slabs and Footings?," ACI Structural Journal, Vol. 96, No. 4, July-August 1999, p. 482-490.
    • (1999) ACI Structural Journal , vol.96 , Issue.4 , pp. 482-490
    • Collins, M.P.1    Kuchma, D.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.