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

Download

Interactive discussion

Status: closed
Status: closed
AC: Author comment | RC: Referee comment | SC: Short comment | EC: Editor comment
Printer-friendly Version - Printer-friendly version Supplement - Supplement

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 Mehmet Fatih Yılmaz on behalf of the Authors (20 Oct 2017)  Manuscript 
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 Mehmet Fatih Yılmaz on behalf of the Authors (14 Nov 2017)
ED: Publish as is (26 Nov 2017) by Heidi Kreibich
AR by Mehmet Fatih Yılmaz on behalf of the Authors (28 Nov 2017)  Manuscript 
Download
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.
Altmetrics
Final-revised paper
Preprint