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Volumn 2005, Issue , 2005, Pages

Comparisons of seismic performance of high-strength concrete square columns confined by FRP casings and conventional steel reinforcement

Author keywords

[No Author keywords available]

Indexed keywords

BRITTLENESS; COLUMNS (STRUCTURAL); COSTS; FIBER REINFORCED PLASTICS; FORMABILITY; LOAD TESTING;

EID: 33748966083     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (1)

References (8)
  • 1
    • 0032790907 scopus 로고    scopus 로고
    • Confinement of reinforced concrete columns with fibre-reinforced composite sheets-an experimental study
    • Demers, M. and Neale, K.W. 1999. Confinement of reinforced concrete columns with fibre-reinforced composite sheets-an experimental study. Canadian Journal of Civil Engineering, V. 26, pp. 226-241.
    • (1999) Canadian Journal of Civil Engineering , vol.26 , pp. 226-241
    • Demers, M.1    Neale, K.W.2
  • 2
    • 0348134547 scopus 로고    scopus 로고
    • Retrofit of square concrete columns with carbon fiber-reinforced polymer for seismic resistance
    • Iacobucci, R. D., Sheikh, S. A., and Bayrak, O. 2002. Retrofit of Square Concrete Columns with Carbon Fiber-Reinforced Polymer for Seismic Resistance. ACI Structural Journal, V. 100, No. 6, pp. 785-794.
    • (2002) ACI Structural Journal , vol.100 , Issue.6 , pp. 785-794
    • Iacobucci, R.D.1    Sheikh, S.A.2    Bayrak, O.3
  • 3
    • 0039156475 scopus 로고    scopus 로고
    • Teste of square high-strength concrete columns under reversed cyclic loading
    • Ottawa Carleton Earthquake Engineering Research Centre, Department of Civil Engineering, University of Ottawa, Ottawa, Ontario, Canada
    • Lipien, W. and Saatcioglu, M. 1997. Teste of Square High-Strength Concrete Columns Under Reversed Cyclic Loading. Research Report OCEERC 97-11. Ottawa Carleton Earthquake Engineering Research Centre, Department of Civil Engineering, University of Ottawa, Ottawa, Ontario, Canada.
    • (1997) Research Report OCEERC , vol.97 , Issue.11
    • Lipien, W.1    Saatcioglu, M.2
  • 4
    • 33748974919 scopus 로고    scopus 로고
    • Seismic performance of square high-strength concrete columns cast in stay-in-place FRP formwork
    • Submitted to the, ASCE
    • Ozbakkaloglu, T., and Saatcioglu, M. 2005a. Seismic performance of square high-strength concrete columns cast in stay-in-place FRP formwork. Submitted to the Journal of Structural Engineering, ASCE.
    • (2005) Journal of Structural Engineering
    • Ozbakkaloglu, T.1    Saatcioglu, M.2
  • 5
    • 33748974919 scopus 로고    scopus 로고
    • Seismic performance of circular high-strength concrete columns cast in stay-in-place FRP formwork
    • Submitted to the, ASCE
    • Ozbakkaloglu, T. and Saatcioglu, M. 2005b. Seismic performance of circular high-strength concrete columns cast in stay-in-place FRP formwork. Submitted to the Journal of Structural Engineering, ASCE.
    • (2005) Journal of Structural Engineering
    • Ozbakkaloglu, T.1    Saatcioglu, M.2
  • 8
    • 0036461301 scopus 로고    scopus 로고
    • Displacement based design of reinforced concrete columns for confinement
    • American Concrete Inst.
    • Saatcioglu, M. and Razvi, S.R. 2002. Displacement Based Design of Reinforced Concrete Columns for Confinement. ACI Structural Journal, American Concrete Inst., Vol. 90, No.1., pp. 3-11.
    • (2002) ACI Structural Journal , vol.90 , Issue.1 , pp. 3-11
    • Saatcioglu, M.1    Razvi, S.R.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.