Articles | Volume 18, issue 1
https://doi.org/10.5194/nhess-18-231-2018
https://doi.org/10.5194/nhess-18-231-2018
Research article
 | 
18 Jan 2018
Research article |  | 18 Jan 2018

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

Mehmet F. Yılmaz and Barlas Ö. Çağlayan

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Short summary
This study focuses on the determination of seismic behavior and safety of specific bridges under seismic conditions. One of the nine intensity measures is selected considering practicality, efficiency, and proficiency. Component and system fragility curves are derived considering serviceability limits and component capacity. The results show that serves velocity limits has important effects on fragility curves of bridges and truss piers elements are the most vulnerable elements in the system.
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