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Volumn 125, Issue 3, 1999, Pages 272-280

Circular high-strength concrete columns under simulated seismic loading

Author keywords

[No Author keywords available]

Indexed keywords

COLUMNS (STRUCTURAL); COMPRESSION TESTING; CONCRETE REINFORCEMENTS; DEFORMATION; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; STEEL; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS;

EID: 0033101733     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1999)125:3(272)     Document Type: Article
Times cited : (70)

References (14)
  • 1
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    • Reinforcement anchorage slip under monotonic loading
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    • (1992) J. Structural Engrg., ASCE , vol.118 , Issue.9 , pp. 2421-2438
    • Alsiwat, J.1    Saatcioglu, M.2
  • 2
    • 0039748861 scopus 로고    scopus 로고
    • Tests of circular high-strength concrete columns under reversed cyclic loading
    • Ottawa Carleton Earthquake Engrg. Res. Centre, Dept. of Civ. Engrg., University of Ottawa, Ottawa
    • Baingo, D., and Saatcioglu, M. (1997). "Tests of circular high-strength concrete columns under reversed cyclic loading." Rep. No. OCEERC 97-12, Ottawa Carleton Earthquake Engrg. Res. Centre, Dept. of Civ. Engrg., University of Ottawa, Ottawa.
    • (1997) Rep. No. OCEERC 97-12
    • Baingo, D.1    Saatcioglu, M.2
  • 3
    • 85033940048 scopus 로고
    • Building code requirements for reinforced concrete and commentary
    • American Concrete Institute, Detroit
    • "Building code requirements for reinforced concrete and commentary." (1995). ACI 318-95, American Concrete Institute, Detroit.
    • (1995) ACI 318-95
  • 4
    • 0039156475 scopus 로고    scopus 로고
    • Tests of square high-strength concrete columns under reversed cyclic loading
    • Ottawa Carleton Earthquake Engrg. Res. Centre, Dept. of Civ. Engrg., University of Ottawa, Ottawa
    • Lipien, W., and Saatcioglu, M. (1997). "Tests of square high-strength concrete columns under reversed cyclic loading." Rep. No. OCEERC 97-11, Ottawa Carleton Earthquake Engrg. Res. Centre, Dept. of Civ. Engrg., University of Ottawa, Ottawa.
    • (1997) Rep. No. OCEERC 97-11
    • Lipien, W.1    Saatcioglu, M.2
  • 6
    • 0015659113 scopus 로고
    • Analytical approach to complete stress-strain curves
    • Popovics, S. (1973). "Analytical approach to complete stress-strain curves." Cement and Concrete Res., 3(5), 583-599.
    • (1973) Cement and Concrete Res. , vol.3 , Issue.5 , pp. 583-599
    • Popovics, S.1
  • 7
    • 0040934938 scopus 로고    scopus 로고
    • Confinement model for normal-strength and high-strength concretes
    • Ottawa Carleton Earthquake Engrg. Res. Centre, Dept. of Civil Engrg., University of Ottawa, Ottawa
    • Razvi, S. R., and Saatcioglu, M. (1996a). "Confinement model for normal-strength and high-strength concretes." Rep. No. OCEERC 96-04, Ottawa Carleton Earthquake Engrg. Res. Centre, Dept. of Civil Engrg., University of Ottawa, Ottawa.
    • (1996) Rep. No. OCEERC 96-04
    • Razvi, S.R.1    Saatcioglu, M.2
  • 8
    • 0012569756 scopus 로고    scopus 로고
    • Design of R/C columns for confinement based on lateral drift
    • Ottawa Carleton Earthquake Engrg. Res. Centre, Dept. of Civ. Engrg, University of Ottawa, Ottawa
    • Razvi, S. R., and Saatcioglu, M. (1996b). "Design of R/C columns for confinement based on lateral drift." Rep. No. OCEERC 96-02, Ottawa Carleton Earthquake Engrg. Res. Centre, Dept. of Civ. Engrg, University of Ottawa, Ottawa.
    • (1996) Rep. No. OCEERC 96-02
    • Razvi, S.R.1    Saatcioglu, M.2
  • 9
    • 0003628787 scopus 로고    scopus 로고
    • Tests of high-strength concrete columns under concentric loading
    • Ottawa Carleton Earthquake Engrg. Res. Centre, Dept. of Civ. Engrg, University of Ottawa, Ottawa
    • Razvi, S. R., and Saatcioglu, M. (1996c). "Tests of high-strength concrete columns under concentric loading." Rep. No. OCEERC 96-03, Ottawa Carleton Earthquake Engrg. Res. Centre, Dept. of Civ. Engrg, University of Ottawa, Ottawa.
    • (1996) Rep. No. OCEERC 96-03
    • Razvi, S.R.1    Saatcioglu, M.2
  • 10
    • 0033101734 scopus 로고    scopus 로고
    • Confinement model for high-strength concrete
    • Razvi, S. R., and Saatcioglu, M. (1999). "Confinement model for high-strength concrete." J. Struct. Engrg., ASCE, 125(3), 281-289.
    • (1999) J. Struct. Engrg., ASCE , vol.125 , Issue.3 , pp. 281-289
    • Razvi, S.R.1    Saatcioglu, M.2
  • 12
    • 0040341000 scopus 로고    scopus 로고
    • Behavior and design of confined high-strength concrete columns
    • Reston, Va.
    • Saatcioglu, M. (1998). "Behavior and design of confined high-strength concrete columns." High-strength concrete, ASCE, Reston, Va.
    • (1998) High-strength Concrete, ASCE
    • Saatcioglu, M.1
  • 13
    • 0039748855 scopus 로고
    • Effect of bar slip on hysteretic behavior of concrete columns
    • Balkema, Rotterdam, The Netherlands
    • Saatcioglu, M., and Ozcebe, G. (1987). "Effect of bar slip on hysteretic behavior of concrete columns." Proc. 5th Can. Conf. on Earthquake Engrg., Balkema, Rotterdam, The Netherlands, 833-839.
    • (1987) Proc. 5th Can. Conf. on Earthquake Engrg. , pp. 833-839
    • Saatcioglu, M.1    Ozcebe, G.2
  • 14
    • 0039748860 scopus 로고    scopus 로고
    • International Conference of Building Officials, Whittier, Calif.
    • Uniform building code. (1997). Vol. 2, International Conference of Building Officials, Whittier, Calif.
    • (1997) Uniform Building Code , vol.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.