Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116122
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorLi, PLen_US
dc.creatorLiu, SFen_US
dc.creatorNi, YQen_US
dc.creatorLing, JMen_US
dc.creatorWang, YWen_US
dc.date.accessioned2025-11-24T02:26:58Z-
dc.date.available2025-11-24T02:26:58Z-
dc.identifier.issn0141-0296en_US
dc.identifier.urihttp://hdl.handle.net/10397/116122-
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.subjectNeural operatoren_US
dc.subjectStructural dynamicsen_US
dc.subjectSurrogate modelen_US
dc.titlePretrain-finetune neural operator for multi-fidelity surrogate modeling of structural dynamic systemsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume343en_US
dc.identifier.doi10.1016/j.engstruct.2025.121218en_US
dcterms.abstractThe integration of machine learning algorithms for structural dynamics modeling has gained wide attention, which plays an important role in the real-time calculation of structural digital twins to ensure structural safety. This paper proposes a Pretrain-Finetune Neural Operator (PF-NO) using multi-fidelity data to serve as the surrogate model for structural systems with the variability of physical parameters and excitation. In this framework, the pre-training stage is the knowledge-learning stage. The structural dynamics equations are embedded as a physics loss, and the Newmark-β numerical integration algorithm is applied to generate low-fidelity data for training. Then the pretrained model would be fine-tuned by high-fidelity data such as measured data to further improve prediction accuracy. In addition, for the multi-degree-of-freedom structural systems, the modal factor is introduced to simplify the vibration equation, therefore the PF-NO model training is not limited by the modal order with higher flexibility. Two linear system examples are provided, showing that the PF-NO model can achieve higher precision than the classical numerical method and the state-of-the-art deep learning model with superior extrapolation capability, indicating its strong potential for more complex engineering applications.en_US
dcterms.accessRightsembargoed accessen_US
dcterms.bibliographicCitationEngineering structures, 15 Nov. 2025, v. 343, pt. D, 121218en_US
dcterms.isPartOfEngineering structuresen_US
dcterms.issued2025-11-15-
dc.identifier.scopus2-s2.0-105014923570-
dc.identifier.eissn1873-7323en_US
dc.identifier.artn121218en_US
dc.description.validate202511 bchyen_US
dc.description.oaNot applicableen_US
dc.identifier.SubFormIDG000378/2025-10-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe work described in this paper was supported by a grant from the Research Grants Council (RGC) of the Hong Kong Special Administrative Region (SAR), China (Grant No. PolyU 152308/22E), a grant from The Hong Kong Polytechnic University (Grant No. 1-WZ0C), a grant from the National Natural Science Foundation of China (Grant No. 52402430), and a grant from the Natural Science Foundation of Shanghai (Grant No. 23ZR1466300). The authors would also like to appreciate the funding support by the Innovation and Technology Commission of Hong Kong SAR Government to the Hong Kong Branch of National Rail Transit Electrification and Automation Engineering Technology Research Center (Grant No. K-BBY1).en_US
dc.description.pubStatusPublisheden_US
dc.date.embargo2027-11-15en_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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Embargo End Date 2027-11-15
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