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Bridge failure modes due to local scour

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Authors
Tanasić, Nikola
Hajdin, Rade
Conference object (Published version)
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Abstract
The scour and in particular the local scour induced by flooding events is the predominant cause of bridge collapses and thus severing the related road link with adverse consequences for the road users and the society in general. The widely accepted approach in bridge management to this threat is still lacking. In order to close this gap a vulnerability assessment method is suggested that would allow timely decisions on risk reducing interventions. The vulnerability assessment requires an estimation of the probability of a bridge failure and the corresponding consequences in the scouring event. The bridge failure modes i.e. the way in which the bridge failure unfolds in a scouring event have not been entirely clarified in the literature. The analysis of failure modes allows the identification of necessary parameters and their significance in the vulnerability assessment. The minimum set of these parameters is sought, which allow adequate assessment of bridge vulnerability for management... purposes.

Source:
Bridge Maintenance, Safety, Management and Life Extension, 2014, 1448-1455
Publisher:
  • Taylor and Francis - Balkema

ISBN: 978-1-315-76069-8

WoS: 000341306400199

Scopus: 2-s2.0-84906679675
[ Google Scholar ]
Handle
https://hdl.handle.net/21.15107/rcub_grafar_613
URI
https://grafar.grf.bg.ac.rs/handle/123456789/613
Collections
  • Radovi istraživača / Researcher's publications
  • Катедра за управљање пројектима у грађевинарству
Institution/Community
GraFar
TY  - CONF
AU  - Tanasić, Nikola
AU  - Hajdin, Rade
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/613
AB  - The scour and in particular the local scour induced by flooding events is the predominant cause of bridge collapses and thus severing the related road link with adverse consequences for the road users and the society in general. The widely accepted approach in bridge management to this threat is still lacking. In order to close this gap a vulnerability assessment method is suggested that would allow timely decisions on risk reducing interventions. The vulnerability assessment requires an estimation of the probability of a bridge failure and the corresponding consequences in the scouring event. The bridge failure modes i.e. the way in which the bridge failure unfolds in a scouring event have not been entirely clarified in the literature. The analysis of failure modes allows the identification of necessary parameters and their significance in the vulnerability assessment. The minimum set of these parameters is sought, which allow adequate assessment of bridge vulnerability for management purposes.
PB  - Taylor and Francis - Balkema
C3  - Bridge Maintenance, Safety, Management and Life Extension
T1  - Bridge failure modes due to local scour
EP  - 1455
SP  - 1448
UR  - https://hdl.handle.net/21.15107/rcub_grafar_613
ER  - 
@conference{
author = "Tanasić, Nikola and Hajdin, Rade",
year = "2014",
abstract = "The scour and in particular the local scour induced by flooding events is the predominant cause of bridge collapses and thus severing the related road link with adverse consequences for the road users and the society in general. The widely accepted approach in bridge management to this threat is still lacking. In order to close this gap a vulnerability assessment method is suggested that would allow timely decisions on risk reducing interventions. The vulnerability assessment requires an estimation of the probability of a bridge failure and the corresponding consequences in the scouring event. The bridge failure modes i.e. the way in which the bridge failure unfolds in a scouring event have not been entirely clarified in the literature. The analysis of failure modes allows the identification of necessary parameters and their significance in the vulnerability assessment. The minimum set of these parameters is sought, which allow adequate assessment of bridge vulnerability for management purposes.",
publisher = "Taylor and Francis - Balkema",
journal = "Bridge Maintenance, Safety, Management and Life Extension",
title = "Bridge failure modes due to local scour",
pages = "1455-1448",
url = "https://hdl.handle.net/21.15107/rcub_grafar_613"
}
Tanasić, N.,& Hajdin, R.. (2014). Bridge failure modes due to local scour. in Bridge Maintenance, Safety, Management and Life Extension
Taylor and Francis - Balkema., 1448-1455.
https://hdl.handle.net/21.15107/rcub_grafar_613
Tanasić N, Hajdin R. Bridge failure modes due to local scour. in Bridge Maintenance, Safety, Management and Life Extension. 2014;:1448-1455.
https://hdl.handle.net/21.15107/rcub_grafar_613 .
Tanasić, Nikola, Hajdin, Rade, "Bridge failure modes due to local scour" in Bridge Maintenance, Safety, Management and Life Extension (2014):1448-1455,
https://hdl.handle.net/21.15107/rcub_grafar_613 .

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