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Volumn 15, Issue 4, 1999, Pages 657-679

Retrofit for control and repairability of damage

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; COLUMNS (STRUCTURAL); CONCRETE BRIDGES; DUCTILITY; HIGHWAY BRIDGES; REINFORCED CONCRETE; REPAIR; RETROFITTING; SHEAR STRENGTH;

EID: 0033325598     PISSN: 87552930     EISSN: None     Source Type: Trade Journal    
DOI: 10.1193/1.1586066     Document Type: Article
Times cited : (17)

References (17)
  • 1
    • 0003510448 scopus 로고
    • American Association of State Highway and Transportation Officials, Washington, D.C.
    • AASHTO, 1994, AASHTO LRFD Bridge Design Specifications, 1st ed., American Association of State Highway and Transportation Officials, Washington, D.C.
    • (1994) AASHTO LRFD Bridge Design Specifications, 1st Ed.
  • 2
    • 0030086141 scopus 로고    scopus 로고
    • An analysis of the seismic characteristics of steel jacketed circular bridge columns
    • Chai, Y. H., 1996, An Analysis of the seismic characteristics of steel jacketed circular bridge columns, Earthquake Engineering and Structural Dynamics, 25, 149-161.
    • (1996) Earthquake Engineering and Structural Dynamics , vol.25 , pp. 149-161
    • Chai, Y.H.1
  • 3
    • 0026218806 scopus 로고
    • Seismic retrofit of circular bridge columns for enhanced flexural performance
    • Chai, Y. H., Priestley, M.J.N., and Seible, F., 1991, Seismic retrofit of circular bridge columns for enhanced flexural performance, ACI Structural Journal, 88 (5), 572-584.
    • (1991) ACI Structural Journal , vol.88 , Issue.5 , pp. 572-584
    • Chai, Y.H.1    Priestley, M.J.N.2    Seible, F.3
  • 4
    • 0342673102 scopus 로고    scopus 로고
    • Ph.D. Dissertation, Department of Civil Engineering, State University of New York at Buffalo, Buffalo, NY
    • Cheng, C. T., 1997, New Paradigms for the Seismic Design and Retrofit of Bridges, Ph.D. Dissertation, Department of Civil Engineering, State University of New York at Buffalo, Buffalo, NY.
    • (1997) New Paradigms for the Seismic Design and Retrofit of Bridges
    • Cheng, C.T.1
  • 5
    • 0012321737 scopus 로고    scopus 로고
    • Technical Report NCEER-97-0013. National Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, NY
    • Cheng, C. T. and Mander, J.B., 1997, Seismic Design of Bridge Columns Based on Control and Repairability of Damage, Technical Report NCEER-97-0013. National Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, NY.
    • (1997) Seismic Design of Bridge Columns Based on Control and Repairability of Damage
    • Cheng, C.T.1    Mander, J.B.2
  • 6
    • 0006921910 scopus 로고
    • M.S. Thesis, Department of Civil Engineering, State University of New York at Buffalo, Buffalo, NY
    • Dutta, A., 1995, Fatigue Analysis of Non-Ductile Concrete Columns, M.S. Thesis, Department of Civil Engineering, State University of New York at Buffalo, Buffalo, NY.
    • (1995) Fatigue Analysis of Non-Ductile Concrete Columns
    • Dutta, A.1
  • 7
    • 0003886201 scopus 로고    scopus 로고
    • Technical Report MCEER-98-0007, Multidisciplinary Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, NY
    • Dutta, A. and Mander, J. B., 1998, Capacity Design and Fatigue Analysis of Confined Concrete Columns, Technical Report MCEER-98-0007, Multidisciplinary Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, NY.
    • (1998) Capacity Design and Fatigue Analysis of Confined Concrete Columns
    • Dutta, A.1    Mander, J.B.2
  • 11
    • 0010546472 scopus 로고    scopus 로고
    • Technical Report NCEER-97-0014, National Center for Earthquake Engineering Research, State University of New York at Buffalo. Buffalo, NY
    • Mander, J. B. and Cheng, C. T., 1997, Seismic Resistance of Bridge Piers Based on Damage Avoidance Design, Technical Report NCEER-97-0014, National Center for Earthquake Engineering Research, State University of New York at Buffalo. Buffalo, NY.
    • (1997) Seismic Resistance of Bridge Piers Based on Damage Avoidance Design
    • Mander, J.B.1    Cheng, C.T.2
  • 13
    • 0003763143 scopus 로고
    • Department of Civil Engineering, University of Canterbury, Report 84-2, February
    • Mander, J. B., Priestley, M.J.N., and Park, R., 1984, Seismic Design of Bridge Piers, Department of Civil Engineering, University of Canterbury, Report 84-2, February, 483pp.
    • (1984) Seismic Design of Bridge Piers , pp. 483
    • Mander, J.B.1    Priestley, M.J.N.2    Park, R.3
  • 15
    • 0025496947 scopus 로고
    • Tied concrete columns under axial load and flexure
    • ASCE, Proceedings
    • Sheikh, S. A. and Yeh, C. C., 1990, Tied concrete columns under axial load and flexure, Journal of the Structural Division, ASCE, Proceedings, 116 (10), 2780-2801.
    • (1990) Journal of the Structural Division , vol.116 , Issue.10 , pp. 2780-2801
    • Sheikh, S.A.1    Yeh, C.C.2
  • 16
    • 0031257717 scopus 로고    scopus 로고
    • Seismic retrofit of re circular columns using prefabricated composite jacketing
    • Xiao, Y. and Rui, M., 1997, Seismic retrofit of re circular columns using prefabricated composite jacketing, ASCE Journal of Structural Engineering, 123 (10), 1357-1364.
    • (1997) ASCE Journal of Structural Engineering , vol.123 , Issue.10 , pp. 1357-1364
    • Xiao, Y.1    Rui, M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.