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dc.contributor.authorShao, Y
dc.contributor.authorBrownjohn, JMW
dc.contributor.authorMiao, C
dc.contributor.authorWang, M
dc.date.accessioned2022-03-31T10:15:54Z
dc.date.issued2021-07-23
dc.date.updated2022-03-31T07:54:26Z
dc.description.abstractA linear dynamic vehicle-bridge interaction method is proposed in this paper. This VBI system can be easily simulated by a step-by-step solution technique based on precise time-integration method following discretization of the bridge and modal analysis of the finite element model. By selecting the target structural mode with high modal participation in finite element modal analysis, the huge computational overhead caused by the multi-degrees of freedom of large structures in the dynamic response analysis can be effectively reduced. In this integration process, the characteristics of precise time-integration method can be used to ensure the stability and accuracy of the iterative calculation when selecting a relatively large time integration step. This provides the possibility to investigate the VBI problem in large-scale bridges. In this work, a half-vehicle model case and an experiment on full-vehicle model are used to verify the application of the algorithm. Then the dynamic sensitivity of a beam is analyzed based on the dynamic amplification factor.en_GB
dc.description.sponsorshipNational Natural Science Foundation of Chinaen_GB
dc.description.sponsorshipDistinguished Young Scientists of Jiangsu Provinceen_GB
dc.format.extent4596-4603
dc.identifier.citationVol. 33, pp. 4596-4603en_GB
dc.identifier.doihttps://doi.org/10.1016/j.istruc.2021.07.025
dc.identifier.grantnumber51778135en_GB
dc.identifier.grantnumberBK20190013en_GB
dc.identifier.urihttp://hdl.handle.net/10871/129218
dc.identifierORCID: 0000-0003-4946-5901 (Brownjohn, JMW)
dc.identifierScopusID: 57204495255 (Brownjohn, JMW)
dc.language.isoenen_GB
dc.publisherElsevieren_GB
dc.rights.embargoreasonUnder embargo until 23 July 2022 in compliance with publisher policyen_GB
dc.rights© 2021 Institution of Structural Engineers. Published by Elsevier Ltd. This version is made available under the CC-BY-NC-ND 4.0 license: https://creativecommons.org/licenses/by-nc-nd/4.0/  en_GB
dc.subjectVehicle-bridge interactionen_GB
dc.subjectLinear dynamicen_GB
dc.subjectPrecise time-integration methoden_GB
dc.subjectModal superposition techniqueen_GB
dc.subjectHalf-vehicle modelen_GB
dc.subjectFull-vehicle modelen_GB
dc.titleA precise time-integration linear vehicle-bridge interaction method and dynamic sensitivity analysisen_GB
dc.typeArticleen_GB
dc.date.available2022-03-31T10:15:54Z
dc.identifier.issn2352-0124
dc.descriptionThis is the author accepted manuscript. The final version is available from Elsevier via the DOI in this recorden_GB
dc.identifier.eissn2352-0124
dc.identifier.journalStructuresen_GB
dc.relation.ispartofStructures, 33
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/  en_GB
dcterms.dateAccepted2021-07-06
rioxxterms.versionAMen_GB
rioxxterms.licenseref.startdate2021-07-23
rioxxterms.typeJournal Article/Reviewen_GB
refterms.dateFCD2022-03-31T10:11:32Z
refterms.versionFCDAM
refterms.dateFOA2022-07-22T23:00:00Z
refterms.panelBen_GB


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© 2021 Institution of Structural Engineers. Published by Elsevier Ltd. This version is made available under the CC-BY-NC-ND 4.0 license: https://creativecommons.org/licenses/by-nc-nd/4.0/  
Except where otherwise noted, this item's licence is described as © 2021 Institution of Structural Engineers. Published by Elsevier Ltd. This version is made available under the CC-BY-NC-ND 4.0 license: https://creativecommons.org/licenses/by-nc-nd/4.0/