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Volumn 45, Issue 2, 2000, Pages 40-63

Continuity of precast prestressed spliced-girder bridges under seismic loads

Author keywords

[No Author keywords available]

Indexed keywords

COLUMNS (STRUCTURAL); CONCRETE TESTING; LOAD LIMITS; PRECAST CONCRETE; PRESTRESSED BEAMS AND GIRDERS; PRESTRESSED CONCRETE; SEISMIC PROSPECTING; STRUCTURAL ANALYSIS;

EID: 0034149209     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.03012000.40.63     Document Type: Article
Times cited : (19)

References (14)
  • 1
    • 0342356135 scopus 로고    scopus 로고
    • Spliced precast girders: A new system for high seismic areas
    • Precast/Prestressed Concrete Manufacturers of California, Glendale, CA, 4 pp.
    • LoBuono, J., and Holombo, J., "Spliced Precast Girders: A New System for High Seismic Areas," Technical Update, Precast/Prestressed Concrete Manufacturers of California, Glendale, CA, 1996, 4 pp.
    • (1996) Technical Update
    • LoBuono, J.1    Holombo, J.2
  • 2
    • 0029409634 scopus 로고
    • Innovative prestressed bridges mark caltrans centennial
    • November-December
    • Thorkildsen, E., and Holombo, J., "Innovative Prestressed Bridges Mark Caltrans Centennial," PCI JOURNAL, V. 40, No. 6, November-December 1995, pp. 34-38.
    • (1995) PCI JOURNAL , vol.40 , Issue.6 , pp. 34-38
    • Thorkildsen, E.1    Holombo, J.2
  • 4
    • 0343225757 scopus 로고    scopus 로고
    • Doctoral Dissertation, Division of Structural Engineering, University of California at San Diego, La Jolla, CA, 313 pp.
    • Holombo, J., "Seismic Design of Precast Girder Bridges," Doctoral Dissertation, Division of Structural Engineering, University of California at San Diego, La Jolla, CA, 1999, 313 pp.
    • (1999) Seismic Design of Precast Girder Bridges
    • Holombo, J.1
  • 5
    • 0032592656 scopus 로고    scopus 로고
    • Enhancing seismic performance of bridge cap beam-to-column joints using prestressing
    • July-August
    • Sritharan, S., Priestley, M. J. N., and Seible, F., "Enhancing Seismic Performance of Bridge Cap Beam-to-Column Joints Using Prestressing," PCI JOURNAL, V. 44, No. 4, July-August 1999, pp. 74-91.
    • (1999) PCI JOURNAL , vol.44 , Issue.4 , pp. 74-91
    • Sritharan, S.1    Priestley, M.J.N.2    Seible, F.3
  • 6
    • 0032352475 scopus 로고    scopus 로고
    • Cyclic response of bridge knee joints with circular columns
    • Imperial College Press
    • Ingham, J. M., Priestley, M. J. N., and Seible, F., "Cyclic Response of Bridge Knee Joints with Circular Columns," Journal of Earthquake Engineering, Imperial College Press, V. 2, No. 3, 1998, pp. 357-390.
    • (1998) Journal of Earthquake Engineering , vol.2 , Issue.3 , pp. 357-390
    • Ingham, J.M.1    Priestley, M.J.N.2    Seible, F.3
  • 8
    • 0342791173 scopus 로고    scopus 로고
    • Caltrans
    • California Department of Transportation, Sacramento, CA, July
    • Caltrans, Seismic Design Criteria, Version 1.1, California Department of Transportation, Sacramento, CA, July 1999.
    • (1999) Seismic Design Criteria, Version 1.1
  • 11
    • 0003654753 scopus 로고
    • Report SSRP 93/02, Department of Applied Mechanics and Engineering Sciences, University of California at San Diego, La Jolla, CA, February
    • Priestley, M. J. N., "Assessment and Design of Joints for Single-Level Bridges with Circular Columns," Report SSRP 93/02, Department of Applied Mechanics and Engineering Sciences, University of California at San Diego, La Jolla, CA, February 1993.
    • (1993) Assessment and Design of Joints for Single-level Bridges with Circular Columns
    • Priestley, M.J.N.1
  • 14
    • 0343225752 scopus 로고
    • Caltrans
    • California Department of Transportation, Sacramento, CA
    • Caltrans, Bridge Design Specifications, California Department of Transportation, Sacramento, CA, 1993.
    • (1993) Bridge Design Specifications


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.