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Volumn 98, Issue 3, 2001, Pages 335-346

Seismic design and experimental verification of concrete multiple column bridge bents

Author keywords

Column; Concrete; Joint; Prestressing; Tie

Indexed keywords

COLUMNS (STRUCTURAL); COMPUTER SIMULATION; CONCRETE REINFORCEMENTS; EARTHQUAKES; JOINTS (STRUCTURAL COMPONENTS); PRECAST CONCRETE; PRESTRESSING;

EID: 0035353812     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (18)

References (13)
  • 2
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    • Northridge earthquake reconnaissance reports
    • Apr. and Jan.
    • Earthquake Engineering Research Institute, "Northridge Earthquake Reconnaissance Reports," Earthquake Spectra, Supplement C to V. 11, Apr. 1995 and Jan. 1996.
    • (1995) Earthquake Spectra , vol.11 , Issue.SUPPL. C
  • 3
    • 0032592656 scopus 로고    scopus 로고
    • Enhancing seismic performance of cap beam-column bridge joints using prestressing
    • July-Aug.
    • Sritharan, S.; Priestley, M. J. N.; and Seible, F., "Enhancing Seismic Performance of Cap Beam-Column Bridge Joints Using Prestressing," PCI Journal, V. 44, No. 4, July-Aug. 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
  • 4
    • 0003401575 scopus 로고    scopus 로고
    • doctoral dissertation, Division of Structural Engineering, University of California at San Diego, Calif.
    • Sritharan S., "Analysis of Concrete Bridge Joints Subjected to Seismic Actions," doctoral dissertation, Division of Structural Engineering, University of California at San Diego, Calif., 1998, 407 pp.
    • (1998) Analysis of Concrete Bridge Joints Subjected to Seismic Actions , pp. 407
    • Sritharan, S.1
  • 5
    • 0003654753 scopus 로고
    • Assessment and design of joints for single-level bridges with circular columns
    • Report No. SSRP 93/02, University of California at San Diego, Calif., Feb.
    • Priestley, M. J. N., "Assessment and Design of Joints for Single-Level Bridges with Circular Columns," Structural Systems Research, Report No. SSRP 93/02, University of California at San Diego, Calif., Feb. 1993, 62 pp.
    • (1993) Structural Systems Research , pp. 62
    • Priestley, M.J.N.1
  • 6
    • 0003479079 scopus 로고
    • doctoral dissertation, Division of Structural Engineering, University of California at San Diego, Calif.
    • Ingham, J. M., "Seismic Performance of Bridge Knee Joints," doctoral dissertation, Division of Structural Engineering, University of California at San Diego, Calif., 1995, 511 pp.
    • (1995) Seismic Performance of Bridge Knee Joints , pp. 511
    • Ingham, J.M.1
  • 7
    • 0004115489 scopus 로고    scopus 로고
    • Seismic response of column/cap beam tee connections with cap beam prestressing
    • University of California at San Diego, Calif., Dec.
    • Sritharan, S.; Priestley M. J. N.; and Seible, F., "Seismic Response of Column/Cap Beam Tee Connections with Cap Beam Prestressing," Structural Systems Research, Report No. SSRP 96/09, University of California at San Diego, Calif., Dec. 1996, 296 pp.
    • (1996) Structural Systems Research, Report , vol.SSRP 96 , Issue.9 , pp. 296
    • Sritharan, S.1    Priestley, M.J.N.2    Seible, F.3
  • 9
    • 0042167927 scopus 로고    scopus 로고
    • Seismic design and performance of concrete multi-column bents for bridges
    • University of California at San Diego, Calif., June
    • Sritharan, S.; Priestley, M. J. N.; and Seible, F., "Seismic Design and Performance of Concrete Multi-Column Bents for Bridges," Structural Systems Research, Report No. SSRP 97/03, University of California at San Diego, Calif., June 1997, 331 pp.
    • (1997) Structural Systems Research, Report , vol.SSRP 97 , Issue.3 , pp. 331
    • Sritharan, S.1    Priestley, M.J.N.2    Seible, F.3
  • 10
    • 0012395668 scopus 로고    scopus 로고
    • Improved seismic design criteria for california bridges: Provisional recommendations
    • Applied Technology Council, Calif.
    • "Improved Seismic Design Criteria for California Bridges: Provisional Recommendations," ATC-32, Applied Technology Council, Calif., 1996.
    • (1996) ATC-32
  • 11
    • 0012573855 scopus 로고
    • Seismic design memo: Various topics - Preliminary guidelines
    • California Department of Transportation, Sacramento, Calif.
    • Zelinski, R., "Seismic Design Memo: Various Topics - Preliminary Guidelines," Seismic Technology Section, California Department of Transportation, Sacramento, Calif., 1995.
    • (1995) Seismic Technology Section
    • Zelinski, R.1
  • 12
    • 0012567342 scopus 로고    scopus 로고
    • Design and performance of bridge cap beam/column joints using headed reinforcement and mechanical couplers
    • American Concrete Institute, Farmington Hills, Mich.
    • Sritharan, S.; Ingham, J.; Priestley, M.; and Seible, F., "Design and Performance of Bridge Cap Beam/Column Joints Using Headed Reinforcement and Mechanical Couplers," Development of Seismic Steel Reinforcement Products and Systems, SP-184, American Concrete Institute, Farmington Hills, Mich., 1999, pp. 7-22.
    • (1999) Development of Seismic Steel Reinforcement Products and Systems , vol.SP-184 , pp. 7-22
    • Sritharan, S.1    Ingham, J.2    Priestley, M.3    Seible, F.4
  • 13
    • 0034149209 scopus 로고    scopus 로고
    • Continuity of precast spliced-girder bridges under longitudinal seismic loads
    • Mar.-Apr.
    • Holombo, J.; Priestley, M. J. N.; and Seible, F., "Continuity of Precast Spliced-Girder Bridges under Longitudinal Seismic Loads," PCI Journal, V. 45, No. 4, Mar.-Apr. 2000, pp. 40-63.
    • (2000) PCI Journal , vol.45 , Issue.4 , pp. 40-63
    • Holombo, J.1    Priestley, M.J.N.2    Seible, F.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.