Finite Element Model Updating of Large-Span-Cable-Stayed Bridge Based on Response Surface
Finite element (FE) model updating based on the response surface method using load test data of a cable-stayed bridge. This paper presents a case study of a cable-stayed bridge in which the FE model is refined using the response surface method based on experimental data from dead load and dynamic lo...
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| Auteurs principaux: | , , , , , , |
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| Format: | Article |
| Langue: | anglais |
| Publié: |
MDPI AG
2025-06-01
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| Collection: | Buildings |
| Sujets: | |
| Accès en ligne: | https://www.mdpi.com/2075-5309/15/13/2247 |
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