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Volumn 101, Issue 4, 2004, Pages 537-548

Force-displacement characterization of well-confined bridge piers

Author keywords

Bridges; Plastic hinge; Plasticity; Reinforced concrete

Indexed keywords

BRIDGE PIERS; COMPRESSION TESTING; CONCRETE BRIDGES; CRACKS; DUCTILITY; ELASTICITY; FORCE MEASUREMENT; PLASTICITY; SHEAR STRENGTH; STRAIN; STRUCTURAL DESIGN; SUPPORTS;

EID: 3242886738     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (88)

References (20)
  • 2
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    • Caltrans, Version 1.2, California Department of Transportation, Sacramento, Calif
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  • 6
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    • Strength and ductility of concrete bridge columns under seismic loading
    • Jan.-Feb
    • Priestley, M. J. N., and Park, R., "Strength and Ductility of Concrete Bridge Columns Under Seismic Loading" ACI Structural Journal, V. 84, No. 1, Jan.-Feb. 1987, pp. 61-76.
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    • Priestley, M.J.N.1    Park, R.2
  • 9
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    • (2000) 12th World Conference on Earthquake Engineering
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  • 10
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    • Flexural deformations in reinforced concrete ridge piers
    • University of California, San Diego, Calif
    • Hines, E. M., and Seible, F., "Flexural Deformations in Reinforced Concrete Bridge Piers," Structural Systems Research Project 2001/08, University of California, San Diego, Calif., 2001, 196 pp.
    • (2001) Structural Systems Research Project 2001/08 , pp. 196
    • Hines, E.M.1    Seible, F.2
  • 11
    • 3242884879 scopus 로고    scopus 로고
    • Seismic performance of hollow rectangular reinforced concrete piers with highly-confined corner elements, phase I: Flexural tests, and phase II: Shear tests
    • University of California, San Diego, Calif
    • Hines, E. M.; Seible, F.; and Priestley, M. J. N., "Seismic Performance of Hollow Rectangular Reinforced Concrete Piers with Highly-Confined Corner Elements, Phase I: Flexural Tests, and Phase II: Shear Tests," Structural Systems Research Project 99/15, University of California, San Diego, Calif., 1999, 266 pp.
    • (1999) Structural Systems Research Project 99/15 , pp. 266
    • Hines, E.M.1    Seible, F.2    Priestley, M.J.N.3
  • 12
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    • Seismic performance of hollow rectangular reinforced concrete piers with highly-confined corner elements. Phase III: Web crushing tests
    • University of California, San Diego, Calif
    • Hines, E. M.; Dazio, A.; and Seible, F., "Seismic Performance of Hollow Rectangular Reinforced Concrete Piers with Highly-Confined Corner Elements. Phase III: Web Crushing Tests," Structural Systems Research Project 2001/27, University of California, San Diego, Calif., 2001, 239 pp.
    • (2001) Structural Systems Research Project 2001/27 , pp. 239
    • Hines, E.M.1    Dazio, A.2    Seible, F.3
  • 13
    • 84901286966 scopus 로고    scopus 로고
    • Structural testing of the San Francisco-Oakland Bay Bridge East span skyway piers
    • University of California, San Diego, Calif
    • Hines, E. M.; Dazio, A.; and Seible, F., "Structural Testing of the San Francisco-Oakland Bay Bridge East Span Skyway Piers," Structural Systems Research Project 2002/01, University of California, San Diego, Calif., 2002, 421 pp.
    • (2002) Structural Systems Research Project 2002/01 , pp. 421
    • Hines, E.M.1    Dazio, A.2    Seible, F.3
  • 14
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    • Strategic relocation of plastic inges in bridge columns
    • University of California, San Diego, Calif. Sept
    • Hose, Y. D.; Seible, F.; and Priestley, M. J. N., "Strategic Relocation of Plastic Hinges in Bridge Columns," Structural Systems Research Project 97/05, University of California, San Diego, Calif., Sept. 1997, 196 pp.
    • (1997) Structural Systems Research Project 97/05 , pp. 196
    • Hose, Y.D.1    Seible, F.2    Priestley, M.J.N.3
  • 15
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    • Flexural retrofit of circular reinforced concrete bridge columns by steel jacketing
    • University of California, San Diego, Calif
    • Chai, Y. H.; Priestlery, M. J. N.; and Seible, F., "Flexural Retrofit of Circular Reinforced Concrete Bridge Columns by Steel Jacketing," Structural Systems Research Project 91/06, University of California, San Diego, Calif., 1991, 151 pp.
    • (1991) Structural Systems Research Project 91/06 , pp. 151
    • Chai, Y.H.1    Priestlery, M.J.N.2    Seible, F.3
  • 16
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    • Seismic performance of circular columns with low longitudinal steel ratios
    • University of California, San Diego, Calif
    • Priestley, M. J. N.; Seible, F.; and Benzoni, G., "Seismic Performance of Circular Columns with Low Longitudinal Steel Ratios" Structural Systems Research Project 94/08, University of California, San Diego, Calif., 1994, 79 pp.
    • (1994) Structural Systems Research Project 94/08 , pp. 79
    • Priestley, M.J.N.1    Seible, F.2    Benzoni, G.3
  • 17
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    • Theoretical stress-strain model for confined concrete
    • ASCE, Aug
    • Mander, J. B.; Priestley, M. J. N.; and Park, R., "Theoretical Stress-Strain Model for Confined Concrete," Journal of Structural Engineering, ASCE, V. 114, No. 8, Aug. 1988, pp. 1804-1826.
    • (1988) Journal of Structural Engineering , vol.114 , Issue.8 , pp. 1804-1826
    • Mander, J.B.1    Priestley, M.J.N.2    Park, R.3
  • 19
    • 0036630936 scopus 로고    scopus 로고
    • Seismic design of lightly reinforced precast concrete rectangular wall panels
    • July-Aug
    • Crisafulli, F. J.; Restrepo, J. I.; and Park, R., "Seismic Design of Lightly Reinforced Precast Concrete Rectangular Wall Panels," PCI Journal, V. 47, No. 4, July-Aug. 2002, pp. 104-121.
    • (2002) PCI Journal , vol.47 , Issue.4 , pp. 104-121
    • Crisafulli, F.J.1    Restrepo, J.I.2    Park, R.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.