Finite element model updating of a cable-stayed bridge using structural health monitoring data
Paper
Paper/Presentation Title | Finite element model updating of a cable-stayed bridge using structural health monitoring data |
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Presentation Type | Paper |
Authors | Sharry, Thomas (Author), Guan, Hong (Author), Hoang, Nam (Author), Nguyen, Andy (Author) and Oh, Erwin (Author) |
Editors | Cunha, A. and Caetano, E. |
Journal or Proceedings Title | Proceedings of the 10th International Conference on Structural Health Monitoring of Intelligent Infrastructure (SHMII-10) |
ERA Conference ID | 43541 |
Number of Pages | 7 |
Year | 2021 |
Place of Publication | Winnipeg, Canada |
Web Address (URL) of Paper | https://web.fe.up.pt/~shmii10//ficheiros/eBook_SHMII_2021.pdf |
Conference/Event | 10th International Conference on Structural Health Monitoring of Intelligent Infrastructure: Advanced Research and Real-World Applications (SHMII-10) |
International Conference on Structural Health Monitoring of Intelligent Infrastructure | |
Event Details | International Conference on Structural Health Monitoring of Intelligent Infrastructure Rank A A A A A A A A |
Event Details | 10th International Conference on Structural Health Monitoring of Intelligent Infrastructure: Advanced Research and Real-World Applications (SHMII-10) Event Date 30 Jun 2021 to end of 02 Jul 2021 Event Location Porto, Portugal |
Abstract | This paper presents a finite-element model of the Phu My Bridge, a 380m-main span reinforced concrete cable-stayed bridge in Ho Chi Minh City, Vietnam. The model is also updated based on accelerometer data from the on-structure sensing system for structural health monitoring (SHM). A comprehensive sensitivity study is undertaken to examine the effects of various structural parameters on the modal properties, according to which a set of structural parameters are then selected for model updating. The finite-element model is updated in an iterative procedure to minimise the differences between the analytical and measured natural frequencies. The model updating process converges after a small number of four iterations, due to the accuracy of the initial model which was achieved through careful consideration of the structural parameter values for the model, optimal element discretisation for mesh convergence, and the most sensitive parameters for updating. The updated finite-element model for the Phu My Bridge is able to reproduce natural frequencies in good agreement with measured ones and can be helpful for long-term monitoring efforts. |
Keywords | structural health monitoring; sensitivity-based model updating; operational model analysis |
ANZSRC Field of Research 2020 | 400510. Structural engineering |
400508. Infrastructure engineering and asset management | |
Byline Affiliations | Griffith University |
University of Management and Technology, Vietnam | |
School of Civil Engineering and Surveying | |
Institution of Origin | University of Southern Queensland |
https://research.usq.edu.au/item/q7278/finite-element-model-updating-of-a-cable-stayed-bridge-using-structural-health-monitoring-data
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