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Volumn 5, Issue 1, 2006, Pages 111-118

Parametric study on performance of bridge retrofitted by unseating prevention devices

Author keywords

Chi Chi earthquake; Column jacketing; Displacement ductility; Nonlinear time history analyses; Performance based bridge design; Restrainer; Shear key; Unseating prevention device

Indexed keywords

BRIDGES; CONCRETES; NONLINEAR ANALYSIS; RUBBER; SHEAR STRENGTH;

EID: 38949119027     PISSN: 16713664     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11803-006-0603-4     Document Type: Article
Times cited : (17)

References (13)
  • 3
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    • Studies on the Steel-reinforced Elastomeric Bearing from Friction coefficient test and SDOF pseudo-dynamic test
    • Report No. NCREE-04-027, Chinese Taipei
    • Chang KC, Wu BS and Liu KY (2004b), "Studies on the Steel-reinforced Elastomeric Bearing from Friction coefficient test and SDOF pseudo-dynamic test," Report No. NCREE-04-027, Chinese Taipei.
    • (2004)
    • Chang, K.C.1    Wu, B.S.2    Liu, K.Y.3
  • 4
    • 38949120349 scopus 로고    scopus 로고
    • Report No. NCREE-05-030
    • Chinese Taipei
    • Chang KC and Chen HC (2005), "The Bridge Model Tests with Rubber Bearings," Report No. NCREE-05-030, Chinese Taipei.
    • (2005)
    • Chang, K.C.1    Chen, H.C.2
  • 5
    • 38949208949 scopus 로고    scopus 로고
    • Chi-Chi
    • Earthquake Engineering Research Institute , Earthquake of September 21, 1999, Oakland
    • Earthquake Engineering Research Institute (2001), "Chi-Chi, Earthquake of September 21, 1999," Reconnaissance Report, Oakland.
    • (2001) Reconnaissance Report
  • 7
    • 0003577810 scopus 로고    scopus 로고
    • Effectiveness of Rubber Type Restrainer to Mitigate Pounding Effect between Adjacent Decks During a Strong Earthquake
    • JSCE
    • Kawashima K and Shoji G (1999), "Effectiveness of Rubber Type Restrainer to Mitigate Pounding Effect between Adjacent Decks During a Strong Earthquake," JSCE, Journal of Structural and Earthquake Engineering, 612(46): 129-142.
    • (1999) Journal of Structural and Earthquake Engineering , vol.612 , Issue.46 , pp. 129-142
    • Kawashima, K.1    Shoji, G.2
  • 8
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    • Seismic Response of Sacrificial Shear Keys in Bridge Abutment
    • Report No. SSRP-2001/23, Department of Structural Engineering, University of California, San Diego
    • Megally SH, Silva PF and Seible F (2002), "Seismic Response of Sacrificial Shear Keys in Bridge Abutment," Report No. SSRP-2001/23, Department of Structural Engineering, University of California, San Diego.
    • (2002)
    • Megally, S.H.1    Silva, P.F.2    Seible, F.3
  • 10
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    • Reconnaissance Report of the 921 Chi-Chi Earthquake for Bridges and Transportation Facilities
    • National Center for Research on Earthquake Engineering , Chinese Taipei
    • National Center for Research on Earthquake Engineering (1999), "Reconnaissance Report of the 921 Chi-Chi Earthquake for Bridges and Transportation Facilities," Report No. NCREE -99-055, Chinese Taipei.
    • (1999) Report No. NCREE -99-055
  • 12
    • 15844428349 scopus 로고    scopus 로고
    • Caltrans Structural Control for Bridges in High-seismic Zones
    • Roberts JE (2005), "Caltrans Structural Control for Bridges in High-seismic Zones," Earthquake Engineering and Structural Dynamic, 34(4-5): 449-470.
    • (2005) Earthquake Engineering and Structural Dynamic , vol.34 , Issue.4-5 , pp. 449-470
    • Roberts, J.E.1
  • 13
    • 2342432126 scopus 로고    scopus 로고
    • Evaluation of Pounding Countermeasures and Serviceability of Elevated Bridges During Seismic Excitation Using 3D Modeling
    • Zhu P, Abe M and Fujino Y (2004), "Evaluation of Pounding Countermeasures and Serviceability of Elevated Bridges During Seismic Excitation Using 3D Modeling," Earthquake Engineering and Structural Dynamic, 33(5):591-609.
    • (2004) Earthquake Engineering and Structural Dynamic , vol.33 , Issue.5 , pp. 591-609
    • Zhu, P.1    Abe, M.2    Fujino, Y.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.