Finite element model updating of lifeline truss bridge using vibration-based measurement data and balancing composite motion optimization
- Author
- Ngoc Lan Nguyen (UGent) , Samir Khatir (UGent) , Ngoc Hoa Tran, Tran Hieu Nguyen, Magd Abdel Wahab (UGent) , Binh Duc-Nguyen and Thanh Bui-Tien
- Organization
- Abstract
- Located in the heart of Hanoi (Vietnam), Chuong Duong bridge is a major truss bridge that connects one of the most heavily trafficked routes in the country-the 1A National road. Being built in the 80s of the twentieth century, after nearly 40 years of service, degradation and damages have threatened the integrity and safety of the structure. Physical and numerical evaluation of the bridge is required for the maintenance process. In this paper, we proposed a new approach to model updating of Chuong Duong bridge using vibration-based measurement data and Balancing Composite Motion Optimization (BCMO). BCMO is a newly developed meta-heuristic optimization algorithm based on individual’s balancing composite motion properties which has proved to provide highly-accurate result in determining the optimal solution in mathematical problem. BCMO is applied to update the different parameters of the baseline numerical model of Chuong Duong bridge, followed by comparing the obtained dynamic properties of the updated bridge with the measured one. The final result shows that BCMO has comprehensively updated the model with a high level of accuracy, thus could be potential used to solve practical problems of lifeline structures.
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Citation
Please use this url to cite or link to this publication: http://hdl.handle.net/1854/LU-8729895
- MLA
- Nguyen, Ngoc Lan, et al. “Finite Element Model Updating of Lifeline Truss Bridge Using Vibration-Based Measurement Data and Balancing Composite Motion Optimization.” Proceedings of the 2nd International Conference on Structural Damage Modelling and Assessment (SDMA 2021), edited by Magd Abdel Wahab, vol. 204, Springer, 2022, pp. 3–12, doi:10.1007/978-981-16-7216-3_1.
- APA
- Nguyen, N. L., Khatir, S., Tran, N. H., Nguyen, T. H., Abdel Wahab, M., Duc-Nguyen, B., & Bui-Tien, T. (2022). Finite element model updating of lifeline truss bridge using vibration-based measurement data and balancing composite motion optimization. In M. Abdel Wahab (Ed.), Proceedings of the 2nd International Conference on Structural Damage Modelling and Assessment (SDMA 2021) (Vol. 204, pp. 3–12). https://doi.org/10.1007/978-981-16-7216-3_1
- Chicago author-date
- Nguyen, Ngoc Lan, Samir Khatir, Ngoc Hoa Tran, Tran Hieu Nguyen, Magd Abdel Wahab, Binh Duc-Nguyen, and Thanh Bui-Tien. 2022. “Finite Element Model Updating of Lifeline Truss Bridge Using Vibration-Based Measurement Data and Balancing Composite Motion Optimization.” In Proceedings of the 2nd International Conference on Structural Damage Modelling and Assessment (SDMA 2021), edited by Magd Abdel Wahab, 204:3–12. Springer. https://doi.org/10.1007/978-981-16-7216-3_1.
- Chicago author-date (all authors)
- Nguyen, Ngoc Lan, Samir Khatir, Ngoc Hoa Tran, Tran Hieu Nguyen, Magd Abdel Wahab, Binh Duc-Nguyen, and Thanh Bui-Tien. 2022. “Finite Element Model Updating of Lifeline Truss Bridge Using Vibration-Based Measurement Data and Balancing Composite Motion Optimization.” In Proceedings of the 2nd International Conference on Structural Damage Modelling and Assessment (SDMA 2021), ed by. Magd Abdel Wahab, 204:3–12. Springer. doi:10.1007/978-981-16-7216-3_1.
- Vancouver
- 1.Nguyen NL, Khatir S, Tran NH, Nguyen TH, Abdel Wahab M, Duc-Nguyen B, et al. Finite element model updating of lifeline truss bridge using vibration-based measurement data and balancing composite motion optimization. In: Abdel Wahab M, editor. Proceedings of the 2nd International Conference on Structural Damage Modelling and Assessment (SDMA 2021). Springer; 2022. p. 3–12.
- IEEE
- [1]N. L. Nguyen et al., “Finite element model updating of lifeline truss bridge using vibration-based measurement data and balancing composite motion optimization,” in Proceedings of the 2nd International Conference on Structural Damage Modelling and Assessment (SDMA 2021), Ghent, Belgium, 2022, vol. 204, pp. 3–12.
@inproceedings{8729895, abstract = {{Located in the heart of Hanoi (Vietnam), Chuong Duong bridge is a major truss bridge that connects one of the most heavily trafficked routes in the country-the 1A National road. Being built in the 80s of the twentieth century, after nearly 40 years of service, degradation and damages have threatened the integrity and safety of the structure. Physical and numerical evaluation of the bridge is required for the maintenance process. In this paper, we proposed a new approach to model updating of Chuong Duong bridge using vibration-based measurement data and Balancing Composite Motion Optimization (BCMO). BCMO is a newly developed meta-heuristic optimization algorithm based on individual’s balancing composite motion properties which has proved to provide highly-accurate result in determining the optimal solution in mathematical problem. BCMO is applied to update the different parameters of the baseline numerical model of Chuong Duong bridge, followed by comparing the obtained dynamic properties of the updated bridge with the measured one. The final result shows that BCMO has comprehensively updated the model with a high level of accuracy, thus could be potential used to solve practical problems of lifeline structures.}}, author = {{Nguyen, Ngoc Lan and Khatir, Samir and Tran, Ngoc Hoa and Nguyen, Tran Hieu and Abdel Wahab, Magd and Duc-Nguyen, Binh and Bui-Tien, Thanh}}, booktitle = {{Proceedings of the 2nd International Conference on Structural Damage Modelling and Assessment (SDMA 2021)}}, editor = {{Abdel Wahab, Magd}}, isbn = {{9789811672156}}, issn = {{2366-2557}}, language = {{eng}}, location = {{Ghent, Belgium}}, pages = {{3--12}}, publisher = {{Springer}}, title = {{Finite element model updating of lifeline truss bridge using vibration-based measurement data and balancing composite motion optimization}}, url = {{http://doi.org/10.1007/978-981-16-7216-3_1}}, volume = {{204}}, year = {{2022}}, }
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