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dc.contributor.authorRodrigo Silva-Lopez
dc.contributor.authorJack W. Baker
dc.date.accessioned2024-04-27T20:50:47Z
dc.date.available2024-04-27T20:50:47Z
dc.date.issued2023/12/01
dc.identifier.other10.1061-JITSE4.ISENG-2257.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296090
dc.description.abstractThis study used genetic algorithms as part of an optimization framework to directly minimize the expected impacts of road network disruption triggered by seismic events. This minimization is achieved by selecting an optimal set of bridges to retrofit to decrease their probability of being unavailable after an earthquake. We propose a genetic algorithm that outperforms other retrofitting techniques, such as ranking bridges by vulnerability or traffic importance. The proposed framework was demonstrated using the San Francisco road network as a testbed. This example showed that bridges selected by genetic algorithms are structurally vulnerable groups of bridges that act as corridors in the network. Additionally, this study evaluated and recommends domain reduction techniques and hyperparameter calibrations that can decrease the computational costs of this approach.
dc.publisherASCE
dc.titleOptimal Bridge Retrofitting Selection for Seismic Risk Management Using Genetic Algorithms and Neural Network–Based Surrogate Models
dc.typeJournal Article
dc.journal.volume29
dc.journal.issue4
dc.journal.titleJournal of Infrastructure Systems
dc.identifier.doi10.1061/JITSE4.ISENG-2257
dc.journal.fristpage04023030-1
dc.journal.lastpage04023030-12
dc.page12
dc.treeJournal of Infrastructure Systems:;2023:;Volume ( 029 ):;issue: 004
dc.contenttypeFulltext


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