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Volumn 96, Issue 4, 1999, Pages 633-641

Cumulative seismic damage of circular bridge columns: Benchmark and low-cycle fatigue tests

Author keywords

Bridges (structures); Cyclic loads; Damage; Ductility; Earth quake resistant structures; Fatigue tests

Indexed keywords

BRIDGES; CYCLIC LOADS; DEFORMATION; DUCTILITY; EARTHQUAKES; FATIGUE TESTING; REINFORCED CONCRETE;

EID: 0033167790     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (91)

References (20)
  • 1
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    • Report to Governor George Deukmejian from the Governor's Board of Inquiry on the 1989 Loma Prieta Earthquake, G. W. Housner, ed., State of California
    • Office of Planning and Research, "Competing Against Time," Report to Governor George Deukmejian from the Governor's Board of Inquiry on the 1989 Loma Prieta Earthquake, G. W. Housner, ed., State of California.
    • Competing Against Time
  • 2
    • 0003498981 scopus 로고
    • American Association of State Highway and Transportation Officials (AASHTO), Washington, D.C.
    • AASHTO, "Standard Specifications for Highway Bridges," 14th edition, American Association of State Highway and Transportation Officials (AASHTO), Washington, D.C., 1989.
    • (1989) "Standard Specifications for Highway Bridges," 14th Edition
  • 3
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    • State of California Department of Transportation, Office of Structure Design, Sacramento, Calif
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    • (1992) Bridge Design Specifications
  • 7
    • 0003763143 scopus 로고
    • Seismic Design of Bridge Piers
    • University of Canterbury, Christchurch, New Zealand
    • Mander, J. B.; Priestley, M. J. N.; and Park, R., "Seismic Design of Bridge Piers," Research Report No. 84-2, University of Canterbury, Christchurch, New Zealand, 1984.
    • (1984) Research Report No. 84-2
    • Mander, J.B.1    Priestley, M.J.N.2    Park, R.3
  • 8
    • 0004684457 scopus 로고
    • Inelastic Behavior of Full-Scale Bridge Columns Subjected to Cyclic Loading
    • U.S. Department of Commerce, National Institute of Standards and Technology, Gaithersburg, Md.
    • Stone, W. C., and Cheok, G. S., "Inelastic Behavior of Full-Scale Bridge Columns Subjected to Cyclic Loading," NIST Building Science Series Report No. 166, U.S. Department of Commerce, National Institute of Standards and Technology, Gaithersburg, Md., 1989, 252 pp.
    • (1989) NIST Building Science Series Report No. 166
    • Stone, W.C.1    Cheok, G.S.2
  • 10
    • 0003772825 scopus 로고
    • Seismic Shear Strength of Circular Bridge Columns
    • University of Canterbury, Christchurch, New Zealand
    • Ang, B. G.; Priestley, M. J. N.; and Paulay, T, "Seismic Shear Strength of Circular Bridge Columns, Research Report No. 85-5, University of Canterbury, Christchurch, New Zealand, 1985, 408 pp.
    • (1985) Research Report No. 85-5
    • Ang, B.G.1    Priestley, M.J.N.2    Paulay, T.3
  • 11
    • 0027553424 scopus 로고
    • Response of Circular Columns to Multi-Directional Seismic Attack
    • Mar-Apr.
    • Wong, Y. L.; Paulay, T.; and Priestley, M. J. N., "Response of Circular Columns to Multi-Directional Seismic Attack, ACI Structural Journal, V. 90, No. 2, Mar-Apr. 1993, pp. 180-191.
    • (1993) ACI Structural Journal , vol.90 , Issue.2 , pp. 180-191
    • Wong, Y.L.1    Paulay, T.2    Priestley, M.J.N.3
  • 12
    • 0030189559 scopus 로고    scopus 로고
    • Seismic Performance of Circular Columns with Low Longitudinal Reinforcement Ratios
    • July-Aug.
    • Priestley, M. J. N., and Benzoni, G. "Seismic Performance of Circular Columns with Low Longitudinal Reinforcement Ratios," ACI Structural Journal, V. 93, No. 4, July-Aug. 1996, pp. 474-485.
    • (1996) ACI Structural Journal , vol.93 , Issue.4 , pp. 474-485
    • Priestley, M.J.N.1    Benzoni, G.2
  • 13
    • 0028498691 scopus 로고
    • Steel Jacket Retrofitting of Reinforced Concrete Bridge Columns for Enhanced Shear Strength - Part 2: Test Results and Comparison with Theory
    • Sept.-Oct.
    • Priestley, M. J. N., Seible, F; Xiao, Y.; and Verma, R., "Steel Jacket Retrofitting of Reinforced Concrete Bridge Columns for Enhanced Shear Strength - Part 2: Test Results and Comparison with Theory," ACI Structural Journal, V. 91, No. 5, Sept.-Oct. 1994, pp. 537-551.
    • (1994) ACI Structural Journal , vol.91 , Issue.5 , pp. 537-551
    • Priestley, M.J.N.1    Seible, F.2    Xiao, Y.3    Verma, R.4
  • 14
    • 0027702385 scopus 로고
    • Proof Test of Retrofit Concept for San Francisco Double-Deck Viaducts: Part 2 - Test Details and Results
    • Nov.-Dec.
    • Priestley, M. J. N.; Seible, F.; and Anderson, D. L., "Proof Test of Retrofit Concept for San Francisco Double-Deck Viaducts: Part 2 - Test Details and Results," ACI Structural Journal, V. 90, No. 6, Nov.-Dec. 1993, pp. 616-631.
    • (1993) ACI Structural Journal , vol.90 , Issue.6 , pp. 616-631
    • Priestley, M.J.N.1    Seible, F.2    Anderson, D.L.3
  • 15
    • 0021392081 scopus 로고
    • RC Member Cyclic Response during Various Tradings
    • ASCE
    • Hwang, T. H., and Scribner, C. F., "RC Member Cyclic Response during Various Tradings," Journal of Structural Engineering, ASCE, V. 110, No. 3, 1984, pp. 466-489.
    • (1984) Journal of Structural Engineering , vol.110 , Issue.3 , pp. 466-489
    • Hwang, T.H.1    Scribner, C.F.2
  • 19
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    • Behavior of Materials under Conditions of Thermal Stress
    • University of Michigan Engineering Research Institute, Ann Arbor, Mich.
    • Manson, S. S., "Behavior of Materials under Conditions of Thermal Stress," Heat Transfer Symposium, University of Michigan Engineering Research Institute, Ann Arbor, Mich., 1953, pp. 9-75.
    • (1953) Heat Transfer Symposium , pp. 9-75
    • Manson, S.S.1
  • 20
    • 0003688332 scopus 로고
    • Recommendations for Experimental Studies on Seismic Behavior of Steel Components and Materials
    • Stanford University, Calif.
    • Krawinkler, H. et al., "Recommendations for Experimental Studies on Seismic Behavior of Steel Components and Materials," John Blume Center Report No. 61, Stanford University, Calif., 1983.
    • (1983) John Blume Center Report No. 61
    • Krawinkler, H.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.