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contributor authorRodrigo Silva-Lopez
contributor authorJack W. Baker
date accessioned2024-04-27T20:50:47Z
date available2024-04-27T20:50:47Z
date issued2023/12/01
identifier other10.1061-JITSE4.ISENG-2257.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296090
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.
publisherASCE
titleOptimal Bridge Retrofitting Selection for Seismic Risk Management Using Genetic Algorithms and Neural Network–Based Surrogate Models
typeJournal Article
journal volume29
journal issue4
journal titleJournal of Infrastructure Systems
identifier doi10.1061/JITSE4.ISENG-2257
journal fristpage04023030-1
journal lastpage04023030-12
page12
treeJournal of Infrastructure Systems:;2023:;Volume ( 029 ):;issue: 004
contenttypeFulltext


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