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

Yılmaz, Mehmet F.; Çağlayan, Barlas Ö.

doi:https://doi.org/10.5194/nhess-18-231-2018

Articles | Volume 18, issue 1

https://doi.org/10.5194/nhess-18-231-2018

© Author(s) 2018. This work is distributed under
the Creative Commons Attribution 3.0 License.

Special issue:

Damage of natural hazards: assessment and mitigation

https://doi.org/10.5194/nhess-18-231-2018

© Author(s) 2018. This work is distributed under
the Creative Commons Attribution 3.0 License.

Articles | Volume 18, issue 1

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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Jun 2022	22	5	1	28
Jul 2022	16	5	0	21
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Sep 2022	22	4	0	26
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Dec 2022	39	7	0	46
Jan 2023	45	14	2	61
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Mar 2023	49	13	0	62
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Jan 2024	30	12	2	44
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Mar 2024	29	18	2	49
Apr 2024	11	10	1	22

Cumulative views and downloads (calculated since 17 May 2017)

Month	HTML	PDF	XML	Total
May 2017	158	18	5	181
Jun 2017	144	17	7	168
Jul 2017	41	11	1	53
Aug 2017	24	7	0	31
Sep 2017	20	10	0	30
Oct 2017	14	6	0	20
Nov 2017	27	5	0	32
Dec 2017	10	7	1	18
Jan 2018	102	35	7	144
Feb 2018	90	23	6	119
Mar 2018	44	33	4	81
Apr 2018	18	15	1	34
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Jun 2018	22	17	4	43
Jul 2018	16	7	1	24
Aug 2018	26	15	1	42
Sep 2018	22	17	2	41
Oct 2018	26	12	1	39
Nov 2018	16	12	0	28
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Mar 2020	4	3	0	7
Apr 2020	9	6	0	15
May 2020	18	14	3	35
Jun 2020	24	11	1	36
Jul 2020	22	17	2	41
Aug 2020	9	9	2	20
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Nov 2023	9	1	1	11
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Jan 2024	30	12	2	44
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Mar 2024	29	18	2	49
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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.