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dc.contributor.authorXiaohui Wang
dc.contributor.authorJianwei Yang
dc.contributor.authorJinhai Wang
dc.contributor.authorYanxue Wang
dc.contributor.authorFu Liu
dc.date.accessioned2022-02-01T21:59:13Z
dc.date.available2022-02-01T21:59:13Z
dc.date.issued12/1/2021
dc.identifier.other%28ASCE%29IS.1943-555X.0000643.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4272422
dc.description.abstractAs railway maintenance increasingly requires strict inspection and accurate repair, it is urgent to establish a reasonable assessment method for identifying the risks in high-speed railways. Severe track irregularities can intensify the vibration of vehicles and infrastructure and reduce vehicle stability and ride comfort. To more accurately identify the risks in railway tracks, this paper presents the acceleration indexes associated with ride comfort and an acceleration-based track quality index (ATQI) method. The proposed method involves a dynamic weighting factor that can extract the most sensitive information from acceleration and geometrical parameters. Results show that the weight change reflected the cumulative effect of fluctuation in each parameter in the past periods. In a case study, the ATQI method was able to identify seven risky sections that exceed the limit value, while only four risky sections were identified by the conventional track quality index. This demonstrates that the ATQI is more effective and efficient in predicting risks than the track quality index.
dc.publisherASCE
dc.titleRisk Assessment Method for High-Speed Railway Track Based on Dynamically Weighted Acceleration
dc.typeJournal Paper
dc.journal.volume27
dc.journal.issue4
dc.journal.titleJournal of Infrastructure Systems
dc.identifier.doi10.1061/(ASCE)IS.1943-555X.0000643
dc.journal.fristpage04021030-1
dc.journal.lastpage04021030-10
dc.page10
dc.treeJournal of Infrastructure Systems:;2021:;Volume ( 027 ):;issue: 004
dc.contenttypeFulltext


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