Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102612
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorLai, SKen_US
dc.creatorNi, YQen_US
dc.creatorZhang, LHen_US
dc.date.accessioned2023-10-26T07:19:51Z-
dc.date.available2023-10-26T07:19:51Z-
dc.identifier.isbn978-1-60595-330-4 (hardcover)en_US
dc.identifier.urihttp://hdl.handle.net/10397/102612-
dc.description11th International Workshop on Structural Health Monitoring 2017: Real-Time Material State Awareness and Data-Driven Safety Assurance, IWSHM 2017 - Stanford University, Stanford, United Statesen_US
dc.language.isoenen_US
dc.publisherDEStech Publicationsen_US
dc.rights©2017en_US
dc.rightsThis article appeared in Structural Health Monitoring 2017—Proceedings of the 11th International Conference Workshop on Structural Health Monitoring, 2017. Lancaster, PA: DEStech Publications, Inc.en_US
dc.titleA correlation study of vibration and noise signals by analyzing its responses for monitoring of high-speed trainsen_US
dc.typeConference Paperen_US
dc.identifier.spage2757en_US
dc.identifier.epage2764en_US
dc.identifier.doi10.12783/shm2017/14180en_US
dcterms.abstractIn high-speed trains, vibration has long been an inevitable problem caused by many ambient effects, including wheel polygonization, rail defects, imperfect suspension systems, aerodynamic instabilities, meteorological conditions, and topographical variations, which can disturb the dynamic response and interior noise levels. These factors can be either correlated with or independent of each other. Excessive vibration levels of high-speed trains can lead to a series of problems related to ride comfort, train stability and track deterioration. Naturally, vibration and noise are interacted with each other, in which noise can be transmitted through air-borne and structure-borne paths to the interior of high-speed trains. The variation of noise levels is very sensitive as highspeed trains pass through various topographical terrains. Besides, aerodynamic noise becomes dominant as the speed of trains increases or trains travel through tunnels. Tracing the source that generates anomaly noise responses can give an important clue for monitoring operational safety and detecting adverse status. Pilot studies for the online monitoring of noise in the bogie of a high-speed train running on a railway in China have been conducted. The present study aims to investigate the relationship between ambient vibration induced by the rail-wheel interaction and noise measured from the bogie. The dynamic behaviour of high-speed trains is analysed in relation to the topographical variations (e.g., tunnels, viaducts, and plain area). Noise levels of the bogie are also investigated among various types of environmental conditions. Furthermore, the frequency response function is adopted to explore the correlation between the detected noise and ambient vibration using those on-board monitoring data.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationIn F. K. Chang, & F. Kopsaftopoulos (Eds.), Structural Health Monitoring 2017: Real-Time Material State Awareness and Data-Driven Safety Assurance: Proceedings of the Eleventh International Workshop on Structural Health Monitoring, p. 2757-2764. Lancaster, PA: DEStech Publications, 2017.en_US
dcterms.issued2017-
dc.relation.ispartofbookStructural Health Monitoring 2017 : Real-Time Material State Awareness and Data-Driven Safety Assurance : Proceedings of the Eleventh International Workshop on Structural Health Monitoring, September 12–14, 2017en_US
dc.relation.conferenceInternational Workshop on Structural Health Monitoring [IWSHM]en_US
dc.publisher.placeLancaster, PAen_US
dc.description.validate202310 bcchen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberCEE-2268-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of China; Innovation and Technology Commission of the Hong Kong Special Administrative Region; Hong Kong Polytechnic Universityen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS9605992-
dc.description.oaCategoryPublisher permissionen_US
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