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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Nov 2018	16	12	0	28
Dec 2018	19	13	1	33
Jan 2019	24	5	0	29
Feb 2019	14	5	0	19
Mar 2019	7	11	0	18
Apr 2019	4	8	0	12
May 2019	12	7	1	20
Jun 2019	22	8	0	30
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Oct 2019	10	2	2	14
Nov 2019	7	3	0	10
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Jan 2020	15	7	2	24
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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
Sep 2020	13	2	0	15
Oct 2020	7	6	2	15
Nov 2020	11	13	2	26
Dec 2020	15	10	0	25
Jan 2021	23	9	0	32
Feb 2021	14	6	1	21
Mar 2021	10	4	0	14
Apr 2021	9	10	0	19
May 2021	12	7	0	19
Jun 2021	13	4	0	17
Jul 2021	28	8	0	36
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Oct 2021	16	34	0	50
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Dec 2021	11	6	0	17
Jan 2022	15	11	0	26
Feb 2022	18	9	1	28
Mar 2022	11	5	0	16
Apr 2022	17	10	2	29
May 2022	13	4	1	18
Jun 2022	22	5	1	28
Jul 2022	16	5	0	21
Aug 2022	34	8	0	42
Sep 2022	22	4	0	26
Oct 2022	17	5	1	23
Nov 2022	49	13	0	62
Dec 2022	39	7	0	46
Jan 2023	45	14	2	61
Feb 2023	55	11	0	66
Mar 2023	49	13	0	62
Apr 2023	16	8	1	25
May 2023	19	22	3	44
Jun 2023	12	13	1	26
Jul 2023	10	5	0	15
Aug 2023	8	6	3	17
Sep 2023	14	9	0	23
Oct 2023	19	10	0	29
Nov 2023	9	1	1	11
Dec 2023	16	6	0	22
Jan 2024	30	12	2	44
Feb 2024	16	4	2	22
Mar 2024	29	18	2	49
Apr 2024	16	14	2	32
May 2024	27	16	1	44
Jun 2024	30	19	3	52
Jul 2024	22	28	2	52
Aug 2024	30	26	2	58
Sep 2024	16	14	1	31
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Nov 2024	12	7	1	20
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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
May 2018	18	17	0	35
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
Dec 2018	19	13	1	33
Jan 2019	24	5	0	29
Feb 2019	14	5	0	19
Mar 2019	7	11	0	18
Apr 2019	4	8	0	12
May 2019	12	7	1	20
Jun 2019	22	8	0	30
Jul 2019	12	10	0	22
Aug 2019	8	5	1	14
Sep 2019	4	2	1	7
Oct 2019	10	2	2	14
Nov 2019	7	3	0	10
Dec 2019	11	4	0	15
Jan 2020	15	7	2	24
Feb 2020	11	3	0	14
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
Sep 2020	13	2	0	15
Oct 2020	7	6	2	15
Nov 2020	11	13	2	26
Dec 2020	15	10	0	25
Jan 2021	23	9	0	32
Feb 2021	14	6	1	21
Mar 2021	10	4	0	14
Apr 2021	9	10	0	19
May 2021	12	7	0	19
Jun 2021	13	4	0	17
Jul 2021	28	8	0	36
Aug 2021	44	7	0	51
Sep 2021	21	9	0	30
Oct 2021	16	34	0	50
Nov 2021	18	20	1	39
Dec 2021	11	6	0	17
Jan 2022	15	11	0	26
Feb 2022	18	9	1	28
Mar 2022	11	5	0	16
Apr 2022	17	10	2	29
May 2022	13	4	1	18
Jun 2022	22	5	1	28
Jul 2022	16	5	0	21
Aug 2022	34	8	0	42
Sep 2022	22	4	0	26
Oct 2022	17	5	1	23
Nov 2022	49	13	0	62
Dec 2022	39	7	0	46
Jan 2023	45	14	2	61
Feb 2023	55	11	0	66
Mar 2023	49	13	0	62
Apr 2023	16	8	1	25
May 2023	19	22	3	44
Jun 2023	12	13	1	26
Jul 2023	10	5	0	15
Aug 2023	8	6	3	17
Sep 2023	14	9	0	23
Oct 2023	19	10	0	29
Nov 2023	9	1	1	11
Dec 2023	16	6	0	22
Jan 2024	30	12	2	44
Feb 2024	16	4	2	22
Mar 2024	29	18	2	49
Apr 2024	16	14	2	32
May 2024	27	16	1	44
Jun 2024	30	19	3	52
Jul 2024	22	28	2	52
Aug 2024	30	26	2	58
Sep 2024	16	14	1	31
Oct 2024	16	25	3	44
Nov 2024	12	7	1	20
Dec 2024	16	10	1	27

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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.