Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116604
PIRA download icon_1.1View/Download Full Text
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorZhu, Zen_US
dc.creatorLu, Jen_US
dc.creatorZhu, Sen_US
dc.date.accessioned2026-01-06T02:09:12Z-
dc.date.available2026-01-06T02:09:12Z-
dc.identifier.isbn en_US
dc.identifier.issn0141-0296en_US
dc.identifier.urihttp://hdl.handle.net/10397/116604-
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.rights© 2023 Published by Elsevier Ltd.en_US
dc.rights© 2023. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.rightsThe following publication Zhu, Z., Lu, J., & Zhu, S. (2023). Multi-rate Kalman filtering for structural dynamic response reconstruction by fusing multi-type sensor data with different sampling frequencies. Engineering Structures, 293, 116573 is available at https://doi.org/10.1016/j.engstruct.2023.116573.en_US
dc.subjectMulti-rate Kalman filteringen_US
dc.subjectResponse reconstructionen_US
dc.subjectSensor data fusionen_US
dc.subjectSmoothingen_US
dc.subjectStructural health monitoringen_US
dc.subjectVirtual sensingen_US
dc.titleMulti-rate Kalman filtering for structural dynamic response reconstruction by fusing multi-type sensor data with different sampling frequenciesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage en_US
dc.identifier.epage en_US
dc.identifier.volume293en_US
dc.identifier.issue en_US
dc.identifier.doi10.1016/j.engstruct.2023.116573en_US
dcterms.abstractIn this paper, a novel dynamic response reconstruction method based on multi-rate Kalman filtering (MRKF) is presented. The proposed method starts with representing the structural system by the state-space equation. Then, different observation equations are defined, and that selection is based on the availability of sensor types at a specific time. Not only can the multi-type sensor data sampled at different rates be fused directly, but the presented method also relaxes the collocated monitoring requirement. In addition, future observations are used to benefit the current state estimation by the Rauch, Tung, and Striebel smoothing procedure. The unobserved structural dynamic responses are estimated using the MRKF virtual sensing technique with multi-rate sensor data. Several demonstrative numerical tests are performed to verify the superiority and robustness of the presented MRKF method on one benchmark shear frame model. The experimental test employed a computer-vision-based displacement tracking technique. Results show that the proposed method surmounts the obstacle to deploying consumer-grade cameras in structural health monitoring applications, which provide a low-cost sensing solution without sacrificing response estimation accuracies.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationEngineering structures, 15 Oct. 2023, v. 293, 116573en_US
dcterms.isPartOfEngineering structuresen_US
dcterms.issued2023-10-15-
dc.identifier.scopus2-s2.0-85166321644-
dc.identifier.pmid -
dc.identifier.eissn1873-7323en_US
dc.identifier.artn116573en_US
dc.description.validate202601 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumbera4247-
dc.identifier.SubFormID52430-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThis research was supported by the Research Grants Council of Hong Kong through Theme-based Research Scheme (T22-502/18-R), Research Impact Fund (PolyU R5020-18), and General Research Fund (15213122), the Hong Kong Branch of the National Rail Transit Electrification and Automation Engineering Technology Research Center (No. K-BBY1), and The Hong Kong Polytechnic University (ZE2L, ZVX6).en_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
Files in This Item:
File Description SizeFormat 
Zhu_Multi_Rate_Kalman.pdfPre-Published version2.59 MBAdobe PDFView/Open
Open Access Information
Status open access
File Version Final Accepted Manuscript
Access
View full-text via PolyU eLinks SFX Query
Show simple item record

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.