A precise time-integration linear vehicle-bridge interaction method and dynamic sensitivity analysis
dc.contributor.author | Shao, Y | |
dc.contributor.author | Brownjohn, JMW | |
dc.contributor.author | Miao, C | |
dc.contributor.author | Wang, M | |
dc.date.accessioned | 2022-03-31T10:15:54Z | |
dc.date.issued | 2021-07-23 | |
dc.date.updated | 2022-03-31T07:54:26Z | |
dc.description.abstract | A 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.sponsorship | National Natural Science Foundation of China | en_GB |
dc.description.sponsorship | Distinguished Young Scientists of Jiangsu Province | en_GB |
dc.format.extent | 4596-4603 | |
dc.identifier.citation | Vol. 33, pp. 4596-4603 | en_GB |
dc.identifier.doi | https://doi.org/10.1016/j.istruc.2021.07.025 | |
dc.identifier.grantnumber | 51778135 | en_GB |
dc.identifier.grantnumber | BK20190013 | en_GB |
dc.identifier.uri | http://hdl.handle.net/10871/129218 | |
dc.identifier | ORCID: 0000-0003-4946-5901 (Brownjohn, JMW) | |
dc.identifier | ScopusID: 57204495255 (Brownjohn, JMW) | |
dc.language.iso | en | en_GB |
dc.publisher | Elsevier | en_GB |
dc.rights.embargoreason | Under embargo until 23 July 2022 in compliance with publisher policy | en_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.subject | Vehicle-bridge interaction | en_GB |
dc.subject | Linear dynamic | en_GB |
dc.subject | Precise time-integration method | en_GB |
dc.subject | Modal superposition technique | en_GB |
dc.subject | Half-vehicle model | en_GB |
dc.subject | Full-vehicle model | en_GB |
dc.title | A precise time-integration linear vehicle-bridge interaction method and dynamic sensitivity analysis | en_GB |
dc.type | Article | en_GB |
dc.date.available | 2022-03-31T10:15:54Z | |
dc.identifier.issn | 2352-0124 | |
dc.description | This is the author accepted manuscript. The final version is available from Elsevier via the DOI in this record | en_GB |
dc.identifier.eissn | 2352-0124 | |
dc.identifier.journal | Structures | en_GB |
dc.relation.ispartof | Structures, 33 | |
dc.rights.uri | https://creativecommons.org/licenses/by-nc-nd/4.0/ | en_GB |
dcterms.dateAccepted | 2021-07-06 | |
rioxxterms.version | AM | en_GB |
rioxxterms.licenseref.startdate | 2021-07-23 | |
rioxxterms.type | Journal Article/Review | en_GB |
refterms.dateFCD | 2022-03-31T10:11:32Z | |
refterms.versionFCD | AM | |
refterms.dateFOA | 2022-07-22T23:00:00Z | |
refterms.panel | B | en_GB |
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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/