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International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP) (12th : 2015)
Dynamic restricted equilibrium model to determine statistically the resilience of a traffic network to extreme weather events Nogal, Maria; Martinez-Pastor, Beatriz; O’Connor, Alan; Caulfield, Brian
Abstract
Extreme weather events lead transportation systems to critical situations, which imply high social, economical and environmental costs. Developing a tool to quantify the damage suffered by a traffic network and its capacity of response to these phenomena is essential to reduce the damage of this hazard and to improve the system. With this aim, a statistical analysis of the resilience of a traffic network under extreme climatological events is presented. The resilience of a traffic network is determined by means of a dynamic restricted equilibrium model together with a travel cost function that includes the effect of weather on a traffic network. The cost function parameters related to the hazard effect are assumed as random, following Generalized Beta distributions. Then, the fragility curves of the target traffic network are defined using the Monte Carlo method and Latin Hypercube sampling. Fragility curves are a useful tool to analyse of the vulnerability of a traffic network, assisting in the decision-making for the prevention and response to the extreme weather events.
Item Metadata
Title |
Dynamic restricted equilibrium model to determine statistically the resilience of a traffic network to extreme weather events
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Creator | |
Contributor | |
Date Issued |
2015-07
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Description |
Extreme weather events lead transportation systems to critical situations, which imply high
social, economical and environmental costs. Developing a tool to quantify the damage suffered by a traffic
network and its capacity of response to these phenomena is essential to reduce the damage of this hazard
and to improve the system. With this aim, a statistical analysis of the resilience of a traffic network under
extreme climatological events is presented. The resilience of a traffic network is determined by means
of a dynamic restricted equilibrium model together with a travel cost function that includes the effect of
weather on a traffic network. The cost function parameters related to the hazard effect are assumed as
random, following Generalized Beta distributions. Then, the fragility curves of the target traffic network
are defined using the Monte Carlo method and Latin Hypercube sampling. Fragility curves are a useful
tool to analyse of the vulnerability of a traffic network, assisting in the decision-making for the prevention
and response to the extreme weather events.
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Genre | |
Type | |
Language |
eng
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Notes |
This collection contains the proceedings of ICASP12, the 12th International Conference on Applications of Statistics and Probability in Civil Engineering held in Vancouver, Canada on July 12-15, 2015. Abstracts were peer-reviewed and authors of accepted abstracts were invited to submit full papers. Also full papers were peer reviewed. The editor for this collection is Professor Terje Haukaas, Department of Civil Engineering, UBC Vancouver.
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Date Available |
2015-05-15
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Provider |
Vancouver : University of British Columbia Library
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Rights |
Attribution-NonCommercial-NoDerivs 2.5 Canada
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DOI |
10.14288/1.0076055
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URI | |
Affiliation | |
Citation |
Haukaas, T. (Ed.) (2015). Proceedings of the 12th International Conference on Applications of Statistics and Probability in Civil Engineering (ICASP12), Vancouver, Canada, July 12-15.
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Peer Review Status |
Unreviewed
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Scholarly Level |
Faculty
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Rights URI | |
Aggregated Source Repository |
DSpace
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Item Citations and Data
Rights
Attribution-NonCommercial-NoDerivs 2.5 Canada