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contributor authorKoki Aoki
contributor authorMitsuyoshi Akiyama
contributor authorAbdul Kadir Alhamid
contributor authorDan M. Frangopol
contributor authorShunichi Koshimura
date accessioned2024-12-24T10:16:41Z
date available2024-12-24T10:16:41Z
date copyright8/1/2024 12:00:00 AM
date issued2024
identifier otherJBENF2.BEENG-6613.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298621
description abstractBefore the anticipated Nankai Trough earthquake, the effects of multiple cascading hazards on bridge performance and the associated functionalities of road networks must be assessed to develop recovery strategies. This paper presents a framework for assessing the probabilistic connectivity of road networks exposed to both ground motion and tsunami, considering the spatial correlations among hazard intensities. To evaluate the joint probabilities of bridge states (i.e., passable and impassable states) and the probabilistic connectivity of road networks, the total probability theorem was used to integrate spatially correlated seismic and tsunami hazard assessments into the fragility estimates that consider the cascading effects of ground motion and tsunami-induced damages to bridges. For illustrative purposes, the probabilistic connectivity of hypothetical road networks in Japan that could be affected by both ground motion and tsunami during the anticipated Nankai Trough earthquake was assessed using the proposed method. The results showed that seismic retrofitting of bridges located along the route where the probability of impassable states due to tsunami is very low can enhance the probabilistic connectivity of entire road networks.
publisherAmerican Society of Civil Engineers
titleProbabilistic Connectivity Assessment of Road Networks Subjected to Ground Motion and Tsunamis Considering the Spatial Correlations among Hazard Intensities
typeJournal Article
journal volume29
journal issue8
journal titleJournal of Bridge Engineering
identifier doi10.1061/JBENF2.BEENG-6613
journal fristpage04024057-1
journal lastpage04024057-21
page21
treeJournal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 008
contenttypeFulltext


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