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Volumn 15, Issue 2, 1999, Pages 245-272

Seismic analysis of older reinforced concrete columns

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; COLUMNS (STRUCTURAL); COMPUTER SIMULATION; CYCLIC LOADS; DYNAMIC RESPONSE; FAILURE ANALYSIS; MATHEMATICAL MODELS; MODAL ANALYSIS; REINFORCED CONCRETE; SHEAR STRESS; STRUCTURAL ANALYSIS;

EID: 0032595721     PISSN: 87552930     EISSN: None     Source Type: Trade Journal    
DOI: 10.1193/1.1586040     Document Type: Article
Times cited : (67)

References (17)
  • 3
  • 9
    • 0030284321 scopus 로고    scopus 로고
    • Seismic evaluation of existing concrete building columns
    • Lynn, A. C., Moehle, J. P., Mahin, S. A., and Holmes, W. T., 1996, Seismic evaluation of existing concrete building columns, Earthquake Spectra, 12, 715-739.
    • (1996) Earthquake Spectra , vol.12 , pp. 715-739
    • Lynn, A.C.1    Moehle, J.P.2    Mahin, S.A.3    Holmes, W.T.4
  • 10
    • 0025519326 scopus 로고
    • Effect of tie spacing on inelastic buckling of reinforcing bars
    • Mau, S. T., 1990, Effect of Tie spacing on inelastic buckling of reinforcing bars, ACI Structural Journal, 87, pp. 671-677.
    • (1990) ACI Structural Journal , vol.87 , pp. 671-677
    • Mau, S.T.1
  • 11
    • 0003729062 scopus 로고
    • Seismic behavior of lightly reinforced concrete column and beam-column joint details
    • National Center for Earthquake Engineering Research, State University of New York at Buffalo, Red Jacket Quadrangle, Buffalo, NY
    • Pessiki, S. P., Conley, C. H., Gergely, P., and White, R. N., 1990, Seismic behavior of lightly reinforced concrete column and beam-column joint details, Technical Report NCEER-90-0014, National Center for Earthquake Engineering Research, State University of New York at Buffalo, Red Jacket Quadrangle, Buffalo, NY 14261.
    • (1990) Technical Report NCEER-90-0014 , pp. 14261
    • Pessiki, S.P.1    Conley, C.H.2    Gergely, P.3    White, R.N.4
  • 13
    • 0344685137 scopus 로고
    • Seismic strengthening of reinforced concrete frames using post-tensioned bracing systems
    • Department of Civil Engineering/Bureau of Engineering Research, The University of Texas at Austin, TX
    • Pincheira, J. A. and Jirsa, J. O., 1992, Seismic strengthening of reinforced concrete frames using post-tensioned bracing systems, PMFSEL Report No. 92-3, Department of Civil Engineering/Bureau of Engineering Research, The University of Texas at Austin, TX, 250 pp.
    • (1992) PMFSEL Report No. 92-3 , vol.92-93 , pp. 250
    • Pincheira, J.A.1    Jirsa, J.O.2
  • 14
    • 0019896945 scopus 로고
    • Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates
    • Scott, B. D., Park, R., and Priestley, M.J.N., 1982, Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates, ACI Structural Journal, 87, 13-27.
    • (1982) ACI Structural Journal , vol.87 , pp. 13-27
    • Scott, B.D.1    Park, R.2    Priestley, M.J.N.3
  • 15
    • 0012603978 scopus 로고
    • Report No. UILU-ENG-93-2015, Department of Civil Engineering, University of Illinois at Urbana-Champaign, Urbana, IL
    • Sittipunt, C. and Wood, S. L., 1993, Finite element analysis of reinforced concrete shear walls, Report No. UILU-ENG-93-2015, Department of Civil Engineering, University of Illinois at Urbana-Champaign, Urbana, IL, 384 pp.
    • (1993) Finite Element Analysis of Reinforced Concrete Shear Walls , pp. 384
    • Sittipunt, C.1    Wood, S.L.2
  • 16
    • 0012569756 scopus 로고    scopus 로고
    • Design of R/C columns for confinement based on lateral drift
    • Department of Civil Engineering, University of Ottawa
    • Razvi, S. R., and Saatcioglu, M., 1996, Design of R/C columns for confinement based on lateral drift, Report OCEERC 96-02, Department of Civil Engineering, University of Ottawa, 92 pp.
    • (1996) Report OCEERC 96-02 , pp. 92
    • Razvi, S.R.1    Saatcioglu, M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.