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Volumn 131, Issue 7, 2005, Pages 1083-1094

Seismic behavior of a concrete/steel integral bridge pier system

Author keywords

Bridges, concrete; Bridges, piers; Bridges, steel; Concrete columns; Seismic design

Indexed keywords

COLUMNS (STRUCTURAL); CONCRETE BRIDGES; SEISMIC PROSPECTING; STEEL BEAMS AND GIRDERS; STEEL BRIDGES; STRUCTURAL ANALYSIS;

EID: 22944474605     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2005)131:7(1083)     Document Type: Article
Times cited : (6)

References (15)
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  • 2
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  • 3
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    • Commentary
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  • 4
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    • Improved seismic design criteria for California bridges: Provisional recommendations
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    • (1996) ATC , vol.32
  • 5
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    • Sacramento, Calif.
    • California Department of Transportation (Caltrans). (2001). "Seismic design criteria." Version 1.2, Sacramento, Calif.
    • (2001) "Seismic Design Criteria." Version 1.2
  • 6
    • 0034149209 scopus 로고    scopus 로고
    • Continuity of precast prestressed spliced-girder bridges under seismic loads
    • Holombo, J., Priestley, M. J. N., and Seible, F. (2000). "Continuity of precast prestressed spliced-girder bridges under seismic loads." PCI J., 45(2), 40-63.
    • (2000) PCI J. , vol.45 , Issue.2 , pp. 40-63
    • Holombo, J.1    Priestley, M.J.N.2    Seible, F.3
  • 7
    • 22944454059 scopus 로고    scopus 로고
    • Seismic response of integral bridge connections
    • Dept. of Structural Engineering, Univ. of California, San Diego
    • Patty, J., Seible, F., and Uang, C.-M. (2002). "Seismic response of integral bridge connections." Structural Systems Research Project, Rep. No. SSRP 2000/16, Dept. of Structural Engineering, Univ. of California, San Diego.
    • (2002) Structural Systems Research Project, Rep. No. SSRP 2000/16 , vol.SSRP 2000-16
    • Patty, J.1    Seible, F.2    Uang, C.-M.3
  • 10
    • 0042377518 scopus 로고    scopus 로고
    • Application of strut-and-tie concepts to concrete bridge joints in seismic regions
    • Sritharan, S., and Ingham, J. M. (2003). "Application of strut-and-tie concepts to concrete bridge joints in seismic regions." PCI J., 48(4), 66-89.
    • (2003) PCI J. , vol.48 , Issue.4 , pp. 66-89
    • Sritharan, S.1    Ingham, J.M.2
  • 11
    • 0032592656 scopus 로고    scopus 로고
    • Enhancing seismic performance of bridge cap beam/column joints using prestressing
    • Sritharan, S., Priestley, M. J. N., and Seible, F. (1999). "Enhancing seismic performance of bridge cap beam/column joints using prestressing." PCI J., 44(4), 74-91.
    • (1999) PCI J. , vol.44 , Issue.4 , pp. 74-91
    • Sritharan, S.1    Priestley, M.J.N.2    Seible, F.3
  • 12
    • 0035353812 scopus 로고    scopus 로고
    • Seismic design and experimental verification of concrete multiple column bridge bents
    • Sritharan, S., Priestley, M. J. N., and Seible, F. (2001). "Seismic design and experimental verification of concrete multiple column bridge bents." ACI Struct. J., 98(3), 335-346.
    • (2001) ACI Struct. J. , vol.98 , Issue.3 , pp. 335-346
    • Sritharan, S.1    Priestley, M.J.N.2    Seible, F.3
  • 13
    • 22944451992 scopus 로고    scopus 로고
    • Load distribution for steel girder-single concrete column integral pier bridges
    • Dept. of Civil and Construction Engineering, Iowa State Univ., Ames, Iowa
    • Staudt, R. (2002). "Load distribution for steel girder-single concrete column integral pier bridges." MS Research Rep., Dept. of Civil and Construction Engineering, Iowa State Univ., Ames, Iowa.
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    • Staudt, R.1
  • 15
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    • Integral steel box-beam pier caps
    • National Cooperative Highway Research Program, Transportation Research Board, Washington, D.C
    • Wassef, W. G., and Davis, D. D. (Modjeski and Master, Inc.) and Sritharan, S., Vander Werff, J. R., Abendroth, R. E., and Greimann, L. F. (Iowa State Univ.). (2004). "Integral steel box-beam pier caps." NCHRP Rep. No. 527, National Cooperative Highway Research Program, Transportation Research Board, Washington, D.C.
    • (2004) NCHRP Rep. No. 527 , vol.527
    • Wassef, W.G.1    Davis, D.D.2    Sritharan, S.3    Vander Werff, J.R.4    Abendroth, R.E.5    Greimann, L.F.6


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.