Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/116122
| DC Field | Value | Language |
|---|---|---|
| dc.contributor | Department of Civil and Environmental Engineering | en_US |
| dc.creator | Li, PL | en_US |
| dc.creator | Liu, SF | en_US |
| dc.creator | Ni, YQ | en_US |
| dc.creator | Ling, JM | en_US |
| dc.creator | Wang, YW | en_US |
| dc.date.accessioned | 2025-11-24T02:26:58Z | - |
| dc.date.available | 2025-11-24T02:26:58Z | - |
| dc.identifier.issn | 0141-0296 | en_US |
| dc.identifier.uri | http://hdl.handle.net/10397/116122 | - |
| dc.language.iso | en | en_US |
| dc.publisher | Elsevier Ltd | en_US |
| dc.subject | Neural operator | en_US |
| dc.subject | Structural dynamics | en_US |
| dc.subject | Surrogate model | en_US |
| dc.title | Pretrain-finetune neural operator for multi-fidelity surrogate modeling of structural dynamic systems | en_US |
| dc.type | Journal/Magazine Article | en_US |
| dc.identifier.volume | 343 | en_US |
| dc.identifier.doi | 10.1016/j.engstruct.2025.121218 | en_US |
| dcterms.abstract | The 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.accessRights | embargoed access | en_US |
| dcterms.bibliographicCitation | Engineering structures, 15 Nov. 2025, v. 343, pt. D, 121218 | en_US |
| dcterms.isPartOf | Engineering structures | en_US |
| dcterms.issued | 2025-11-15 | - |
| dc.identifier.scopus | 2-s2.0-105014923570 | - |
| dc.identifier.eissn | 1873-7323 | en_US |
| dc.identifier.artn | 121218 | en_US |
| dc.description.validate | 202511 bchy | en_US |
| dc.description.oa | Not applicable | en_US |
| dc.identifier.SubFormID | G000378/2025-10 | - |
| dc.description.fundingSource | RGC | en_US |
| dc.description.fundingSource | Others | en_US |
| dc.description.fundingText | The 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.pubStatus | Published | en_US |
| dc.date.embargo | 2027-11-15 | en_US |
| dc.description.oaCategory | Green (AAM) | en_US |
| Appears in Collections: | Journal/Magazine Article | |
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