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Volumn 34, Issue 4-5, 2005, Pages 369-391

Proof testing in support of the new San Francisco-Oakland Bay Bridge

Author keywords

Concrete piers; Design; Proof testing; San Francisco Oakland Bay Bridge; Steel shear links

Indexed keywords

BRIDGES; CONCRETE BEAMS AND GIRDERS; COSTS; PROJECT MANAGEMENT; SEISMIC PROSPECTING; TRUSSES;

EID: 15844387101     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.445     Document Type: Article
Times cited : (9)

References (22)
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    • Structural testing of the San Francisco-Oakland Bay Bridge East Span Skyway piers
    • Research Report SSRP-2002/01. Department of Structural Engineering, University of California, San Diego
    • Hines EM, Dazio A, Chou CC, Seible F. Structural testing of the San Francisco-Oakland Bay Bridge East Span Skyway piers. Research Report SSRP-2002/01. Department of Structural Engineering, University of California, San Diego, 2002.
    • (2002)
    • Hines, E.M.1    Dazio, A.2    Chou, C.C.3    Seible, F.4
  • 8
    • 15844396536 scopus 로고    scopus 로고
    • Cyclic testing of suspension tower shear links of the San Francisco-Oakland Bay Bridge
    • Research Report SSRP-2002/12. Department of Structural Engineering, University of California, San Diego
    • McDaniel CC, Uang CM, Seible F. Cyclic testing of suspension tower shear links of the San Francisco-Oakland Bay Bridge. Research Report SSRP-2002/12. Department of Structural Engineering, University of California, San Diego, 2001.
    • (2001)
    • McDaniel, C.C.1    Uang, C.M.2    Seible, F.3
  • 9
    • 15844381311 scopus 로고    scopus 로고
    • Structural testing of the San Francisco-Oakland Bay Bridge East Spans Pier W2
    • Research Report SSRP 2002/11. Department of Structural Engineering, University of California, San Diego
    • Dazio A, Seible F. Structural testing of the San Francisco-Oakland Bay Bridge East Spans Pier W2. Research Report SSRP 2002/11. Department of Structural Engineering, University of California, San Diego, 2002.
    • (2002)
    • Dazio, A.1    Seible, F.2
  • 10
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    • Cyclic behavior of shear links and tower shafts assembly of San Francisco-Oakland Bay Bridge Tower
    • Report No. CCEER 02-06. Center for Civil Engineering Earthquake Research, University of Nevada, Reno
    • Dusicka P, Itani AM, Buckle IG. Cyclic behavior of shear links and tower shafts assembly of San Francisco-Oakland Bay Bridge Tower. Report No. CCEER 02-06. Center for Civil Engineering Earthquake Research, University of Nevada, Reno, 2002.
    • (2002)
    • Dusicka, P.1    Itani, A.M.2    Buckle, I.G.3
  • 11
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    • Seismic behavior of bridge columns built incorporating MMFX steel
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    • Stephan B, Restrepo JI, Seible F. Seismic behavior of bridge columns built incorporating MMFX steel. Research Report SSRP-2003/09. Department of Structural Engineering, University of California, San Diego, 2003.
    • (2003)
    • Stephan, B.1    Restrepo, J.I.2    Seible, F.3
  • 12
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    • Seismic performance of precast segmental bridge superstructures
    • Research Report SSRP-2001/24. Department of Structural Engineering, University of California, San Diego
    • Megally SH, Garg M, Seible F, Dowell RK. Seismic performance of precast segmental bridge superstructures. Research Report SSRP-2001/24. Department of Structural Engineering, University of California, San Diego, 2001.
    • (2001)
    • Megally, S.H.1    Garg, M.2    Seible, F.3    Dowell, R.K.4
  • 13
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    • Compression testing of orthotropic steel deck for the new San Francisco-Oakland Bay Bridge
    • Research Report SSRP-2002/12. Department of Structural Engineering, University of California, San Diego
    • Chou CC, Uang CM, Seible F. Compression testing of orthotropic steel deck for the new San Francisco-Oakland Bay Bridge. Research Report SSRP-2002/12. Department of Structural Engineering, University of California, San Diego, 2002.
    • (2002)
    • Chou, C.C.1    Uang, C.M.2    Seible, F.3
  • 14
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    • Influence of inelastic tower links on the seismic response of cable supported bridges
    • Ph.D. Thesis. Department of Structural Engineering, University of California, San Diego
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    • (2002)
    • McDaniel, C.C.1
  • 15
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.