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Determination of Optimum Post-earthquake Restoration Strategies for Highway Bridges by Markov Decision Process

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dc.contributor.authorTao, Weifeng-
dc.contributor.authorWang, Naiyu-
dc.date.accessioned2019-05-14T03:07:30Z-
dc.date.available2019-05-14T03:07:30Z-
dc.date.issued2019-05-26-
dc.identifier.citation13th International Conference on Applications of Statistics and Probability in Civil Engineering(ICASP13), Seoul, South Korea, May 26-30, 2019-
dc.identifier.isbn979-11-967125-0-1-
dc.identifier.otherICASP13-329-
dc.identifier.urihttps://hdl.handle.net/10371/153468-
dc.description.abstractIn this paper, a life-cycle cost (LCC) based Markovian framework for determining optimum post-earthquake restoration strategies of highway bridges is proposed. LCC analysis is performed for a highway transportation network as a whole considering seismic hazards on an infinite time horizon, and the optimum restoration strategy for each bridge is determined by a continuous-time Markov decision process (CTMDP) model. The indirect economic losses are calculated according to earthquake-induced traffic congestion which is estimated by the Frank-Wolfe algorithm. The state transition probabilities used in the CTMDP are derived from probabilistic seismic hazard analysis as well as fragility analysis. A 7-node, 12-link transportation network with three bridges is studied to demonstrate the application of the proposed model.-
dc.description.sponsorshipThis research was supported by the National Key R&D Program of China (Grant No. 2016YFC0800200) and by the US National Institute of Standards and Technology (NIST) under Cooperative Agreement No. 70NANB15H044.-
dc.language.isoen-
dc.titleDetermination of Optimum Post-earthquake Restoration Strategies for Highway Bridges by Markov Decision Process-
dc.typeConference Paper-
dc.identifier.doi10.22725/ICASP13.329-
dc.sortNo671-
dc.citation.pages1671-1678-
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