Seismic assessment of a multi-span steel railway bridge in Turkey based on nonlinear time history

Many research studies have shown that bridges are vulnerable to earthquakes, graphically confirmed by incidents such as the San Fernando (1971 USA), Northridge (1994 USA), Great Hanshin (1995 Japan), and Chi-Chi (1999 Taiwan) earthquakes, amongst many others. The studies show that fragility curves a...

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Bibliographic Details
Published in:	Natural hazards and earth system sciences Vol. 18; no. 1; pp. 231 - 240
Main Authors:	Yilmaz, Mehmet F, Caglayan, Barlas O
Format:	Journal Article
Language:	English
Published:	Katlenburg-Lindau Copernicus GmbH 18-01-2018 Copernicus Publications
Subjects:	Abutments Analysis Bridge piers Bridges (Structures) Data analysis Data processing Earthquake damage Earthquake data Earthquake resistant design Earthquakes Empirical analysis Environmental risk Fragility Freight transportation Mathematical analysis Natural disaster damage Nonlinear systems Nonlinearity Piers Railroad bridges Railroads Railway bridges Response analysis Risk assessment Seismic activity Seismic analysis Seismic engineering Seismic hazard Seismic response Seismology Steel Steel bridges Structural damage Testing Transportation Trusses Vulnerability Turkey United States > US
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