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Volumn 2, Issue 2, 2003, Pages 169-179

Effect of seismic retrofit of bridges on transportation networks

Author keywords

Bridges; Drivers delay; Fragility curves; Northridge earthquake; Performance index; Probabilistic model; Seismic retrofit; Transportation networks

Indexed keywords

COMPUTER SIMULATION; DEGRADATION; EARTHQUAKES; LIQUEFACTION; MAXIMUM LIKELIHOOD ESTIMATION; MONTE CARLO METHODS; NUMERICAL ANALYSIS; PARAMETER ESTIMATION; PERFORMANCE; PROBABILITY; PROBLEM SOLVING; RETROFITTING; SEISMOLOGY;

EID: 4544220005     PISSN: 16713664     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11803-003-0001-0     Document Type: Article
Times cited : (96)

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    • 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
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    • Shinozuka M, Feng MQ, Kim H, Uzawa T and Ueda T (2003), "Statistical Analysis of Bridge Fragility Curves," Technical Report MCEER-03-0002, Multidisciplinary Center for Earthquake Engineering Research, University at Buffalo, State University of New York, Buffalo, New York.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.