Articles | Volume 18, issue 1
Nat. Hazards Earth Syst. Sci., 18, 231–240, 2018
https://doi.org/10.5194/nhess-18-231-2018

Special issue: Damage of natural hazards: assessment and mitigation

Nat. Hazards Earth Syst. Sci., 18, 231–240, 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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Status: closed
Status: closed
AC: Author comment | RC: Referee comment | SC: Short comment | EC: Editor comment
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Peer-review completion

AR: Author's response | RR: Referee report | ED: Editor decision
ED: Reconsider after major revisions (further review by Editor and Referees) (17 Sep 2017) by Heidi Kreibich
AR by Anna Wenzel on behalf of the Authors (23 Oct 2017)  Author's response
ED: Referee Nomination & Report Request started (28 Oct 2017) by Heidi Kreibich
RR by Anonymous Referee #1 (31 Oct 2017)
RR by Maria Bostenaru Dan (07 Nov 2017)
ED: Publish subject to minor revisions (review by editor) (08 Nov 2017) by Heidi Kreibich
AR by Svenja Lange on behalf of the Authors (20 Nov 2017)  Author's response    Manuscript
ED: Publish as is (26 Nov 2017) by Heidi Kreibich
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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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