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Volumn 37, Issue 8, 2008, Pages 1157-1174

Methodology for the development of analytical fragility curves for retrofitted bridges

Author keywords

Bridges; Concrete; Fragility; Reliability; Retrofit; Seismic

Indexed keywords

ALUMINOSILICATES; BRIDGES; CELL CULTURE; CLASSIFICATION (OF INFORMATION); CONCRETE CONSTRUCTION; CURVES (ROAD); ESTIMATION; FLOWCHARTING; LEAD; MOBILE TELECOMMUNICATION SYSTEMS; RETROFITTING; RISK ASSESSMENT; UNCERTAINTY ANALYSIS;

EID: 46649114342     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.801     Document Type: Article
Times cited : (403)

References (43)
  • 1
    • 0031270310 scopus 로고    scopus 로고
    • Loss estimation due to seismic risks to highway systems
    • Werner SD, Taylor CE, Moore JE. Loss estimation due to seismic risks to highway systems. Earthquake Spectra 1997; 13:585-604.
    • (1997) Earthquake Spectra , vol.13 , pp. 585-604
    • Werner, S.D.1    Taylor, C.E.2    Moore, J.E.3
  • 3
    • 0031275688 scopus 로고    scopus 로고
    • Real-time loss estimation as an emergency response decision support system: The early post-earthquake damage assessment tool (EPEDAT)
    • Eguchi RT, Goltz JD, Seligson HA, Flores PJ, Blais NC, Heaton TH, Bortugno E. Real-time loss estimation as an emergency response decision support system: the early post-earthquake damage assessment tool (EPEDAT). Earthquake Spectra 1997; 13:815.
    • (1997) Earthquake Spectra , vol.13 , pp. 815
    • Eguchi, R.T.1    Goltz, J.D.2    Seligson, H.A.3    Flores, P.J.4    Blais, N.C.5    Heaton, T.H.6    Bortugno, E.7
  • 8
    • 0034322488 scopus 로고    scopus 로고
    • Evaluation of seismic damage to Memphis bridges and highway systems
    • Hwang H, Jernigan JB, Lin Y-W. Evaluation of seismic damage to Memphis bridges and highway systems. Journal of Bridge Engineering 2000; 5:322-330.
    • (2000) Journal of Bridge Engineering , vol.5 , pp. 322-330
    • Hwang, H.1    Jernigan, J.B.2    Lin, Y.-W.3
  • 13
    • 0042829152 scopus 로고    scopus 로고
    • A simplified method of constructing fragility curves for highway bridges
    • Karim KR, Yamazaki F. A simplified method of constructing fragility curves for highway bridges. Earthquake Engineering and Structural Dynamics 2003; 32:1603-1626.
    • (2003) Earthquake Engineering and Structural Dynamics , vol.32 , pp. 1603-1626
    • Karim, K.R.1    Yamazaki, F.2
  • 15
    • 0037768863 scopus 로고    scopus 로고
    • Probabilistic seismic demand model for California bridges
    • Mackie K, Stojadinovic B. Probabilistic seismic demand model for California bridges. Journal of Bridge Engineering 2001; 6:468-480.
    • (2001) Journal of Bridge Engineering , vol.6 , pp. 468-480
    • Mackie, K.1    Stojadinovic, B.2
  • 16
    • 29644435925 scopus 로고    scopus 로고
    • Modelling considerations in probabilistic performance-based seismic evaluation: Case study of the I-880 viaduct
    • Kunnath SK, Larson L, Miranda E. Modelling considerations in probabilistic performance-based seismic evaluation: case study of the I-880 viaduct. Earthquake Engineering and Structural Dynamics 2006; 35:57.
    • (2006) Earthquake Engineering and Structural Dynamics , vol.35 , pp. 57
    • Kunnath, S.K.1    Larson, L.2    Miranda, E.3
  • 17
    • 1142268077 scopus 로고    scopus 로고
    • Development of fragility curves of bridges retrofitted by column jacketing
    • Kim S-H, Shinozuka M. Development of fragility curves of bridges retrofitted by column jacketing. Probabilistic Engineering Mechanics 2004; 19:105-112.
    • (2004) Probabilistic Engineering Mechanics , vol.19 , pp. 105-112
    • Kim, S.-H.1    Shinozuka, M.2
  • 18
    • 33845528154 scopus 로고    scopus 로고
    • Effect of isolation on fragility curves of highway bridges based on simplified approach
    • Karim KR, Yamazaki F. Effect of isolation on fragility curves of highway bridges based on simplified approach. Soil Dynamics and Earthquake Engineering 2007; 27:414-426.
    • (2007) Soil Dynamics and Earthquake Engineering , vol.27 , pp. 414-426
    • Karim, K.R.1    Yamazaki, F.2
  • 19
    • 0346039164 scopus 로고    scopus 로고
    • Seismic fragility of typical bridges in moderate seismic zones
    • Choi E, DesRoches R, Nielson B. Seismic fragility of typical bridges in moderate seismic zones. Engineering Structures 2004; 26:187-199.
    • (2004) Engineering Structures , vol.26 , pp. 187-199
    • Choi, E.1    DesRoches, R.2    Nielson, B.3
  • 20
    • 34247648717 scopus 로고    scopus 로고
    • Seismic fragility methodology for highway bridges using a component level approach
    • Nielson BG, DesRoches R. Seismic fragility methodology for highway bridges using a component level approach. Earthquake Engineering and Structural Dynamics 2007; 36:823-839.
    • (2007) Earthquake Engineering and Structural Dynamics , vol.36 , pp. 823-839
    • Nielson, B.G.1    DesRoches, R.2
  • 21
    • 43949131422 scopus 로고    scopus 로고
    • Three-dimensional nonlinear seismic performance evaluation of retrofit measures for typical steel girder bridges
    • DOI: 10.1016/j.engstruct.2007.12.011
    • Padgett JE, DesRoches R. Three-dimensional nonlinear seismic performance evaluation of retrofit measures for typical steel girder bridges. Engineering Structures 2008; DOI: 10.1016/j.engstruct.2007.12.011.
    • (2008) Engineering Structures
    • Padgett, J.E.1    DesRoches, R.2
  • 23
    • 0036540736 scopus 로고    scopus 로고
    • Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines
    • Cornell AC, Jalayer F, Hamburger RO. Probabilistic basis for 2000 SAC federal emergency management agency steel moment frame guidelines. Journal of Structural Engineering 2002; 128:526-532.
    • (2002) Journal of Structural Engineering , vol.128 , pp. 526-532
    • Cornell, A.C.1    Jalayer, F.2    Hamburger, R.O.3
  • 25
    • 0012546134 scopus 로고    scopus 로고
    • Seismic fragility analysis of highway bridges
    • Center for Earthquake Research Information
    • Hwang H, Liu JB, Chiu Y-H. Seismic fragility analysis of highway bridges. MAEC RR-4, Center for Earthquake Research Information, 2000.
    • (2000) MAEC RR-4
    • Hwang, H.1    Liu, J.B.2    Chiu, Y.-H.3
  • 26
  • 29
    • 85009310203 scopus 로고    scopus 로고
    • FHWA. National Bridge Inventory Data. 2002 [cited December 2003].
    • FHWA. National Bridge Inventory Data. 2002 [cited December 2003].
  • 30
    • 34848820847 scopus 로고    scopus 로고
    • Seismic fragility curves for typical highway bridge classes in the central and southeastern United States
    • Nielson B, DesRoches R. Seismic fragility curves for typical highway bridge classes in the central and southeastern United States. Earthquake Spectra 2007; 23:615-633.
    • (2007) Earthquake Spectra , vol.23 , pp. 615-633
    • Nielson, B.1    DesRoches, R.2
  • 32
    • 0035329629 scopus 로고    scopus 로고
    • Uniform hazard ground motions for mid-America cities
    • Wen YK, Wu CL. Uniform hazard ground motions for mid-America cities. Earthquake Spectra 2001; 17:359-384.
    • (2001) Earthquake Spectra , vol.17 , pp. 359-384
    • Wen, Y.K.1    Wu, C.L.2
  • 36
    • 34047275448 scopus 로고    scopus 로고
    • Bridge functionality relationships for improved seismic risk assessment of transportation networks
    • Padgett J, DesRoches R. Bridge functionality relationships for improved seismic risk assessment of transportation networks. Earthquake Spectra 2007; 23:115-130.
    • (2007) Earthquake Spectra , vol.23 , pp. 115-130
    • Padgett, J.1    DesRoches, R.2
  • 37
    • 42049111156 scopus 로고    scopus 로고
    • Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios
    • DOI: 10.1002/eqe.782
    • Padgett J, Nielson B, DesRoches R. Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios. Earthquake Engineering and Structural Dynamics 2008; DOI: 10.1002/eqe.782.
    • (2008) Earthquake Engineering and Structural Dynamics
    • Padgett, J.1    Nielson, B.2    DesRoches, R.3
  • 38
    • 0026218806 scopus 로고
    • Seismic retrofit of circular bridge columns for enhanced flexural performance
    • Chai YH, Priestley MJN, Seible F. Seismic retrofit of circular bridge columns for enhanced flexural performance. ACI Structural Journal 1991; 88:572-594.
    • (1991) ACI Structural Journal , vol.88 , pp. 572-594
    • Chai, Y.H.1    Priestley, M.J.N.2    Seible, F.3
  • 39
    • 0028498691 scopus 로고
    • Steel jacket retrofitting of reinforced concrete bridge columns for enhanced shear strength - part 2: Test results and comparison with theory
    • Priestley MJN, Seible F, Xiao Y, Verma R. Steel jacket retrofitting of reinforced concrete bridge columns for enhanced shear strength - part 2: test results and comparison with theory. ACI Structural Journal 1994; 91:537-551.
    • (1994) ACI Structural Journal , vol.91 , pp. 537-551
    • Priestley, M.J.N.1    Seible, F.2    Xiao, Y.3    Verma, R.4
  • 40
    • 13944270574 scopus 로고    scopus 로고
    • Seismic response of multiple span steel bridges in central and southeastern United States. II: Retrofitted
    • DesRoches R, Choi E, Leon RT, Pfeifer T. Seismic response of multiple span steel bridges in central and southeastern United States. II: retrofitted. Journal of Bridge Engineering 2004; 9(5):10-17.
    • (2004) Journal of Bridge Engineering , vol.9 , Issue.5 , pp. 10-17
    • DesRoches, R.1    Choi, E.2    Leon, R.T.3    Pfeifer, T.4
  • 42
    • 0032595730 scopus 로고    scopus 로고
    • Behavior of bearings used for seismic isolation under shear and axial load
    • Mori A, Moss PJ, Cooke N, Carr AJ. Behavior of bearings used for seismic isolation under shear and axial load. Earthquake Spectra 1999; 15:199-224.
    • (1999) Earthquake Spectra , vol.15 , pp. 199-224
    • Mori, A.1    Moss, P.J.2    Cooke, N.3    Carr, A.J.4
  • 43
    • 13844302285 scopus 로고
    • Mechanical characteristics neoprene isolations bearings
    • University of California at Berkeley
    • Kelly JM, Quiroz E. Mechanical characteristics neoprene isolations bearings. UBC/EERC-92/11, University of California at Berkeley, 1992.
    • (1992) UBC/EERC-92/11
    • Kelly, J.M.1    Quiroz, E.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.