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Research on the Dynamic Response of Submerged Floating Tunnels to Wave Currents and Traffic Load

Bolin Jiang1,*, Shanshan Wu2, Min Ji1, Bo Liang3

1 Chongqing Vocational Institute of Engineering, Chongqing, 402260, China
2 Chongqing Vocational College of Public Transportation, Chongqing, 402247, China
3 Chongqing Jiaotong University, Chongqing, 400074, China

* Corresponding Author: Bolin Jiang. Email: email

Fluid Dynamics & Materials Processing 2023, 19(1), 159-173. https://doi.org/10.32604/fdmp.2022.020730

Abstract

Submerged floating tunnel (SFTs) are typically subjected to complex external environmental and internal loads such as wave currents and traffic load. In this study, this problem is investigated through a finite element method able to account for fluid-structure interaction. The obtained results show that increasing the number of vehicles per unit length enhances the transverse vibrational displacements of the SFT cross sections. Under ultimate traffic load condition, one-way and two-way syntropic distributions can promote the dynamic responses of SFTs whereas two-way reverse distributions have the opposite effect.

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APA Style
Jiang, B., Wu, S., Ji, M., Liang, B. (2023). Research on the dynamic response of submerged floating tunnels to wave currents and traffic load. Fluid Dynamics & Materials Processing, 19(1), 159-173. https://doi.org/10.32604/fdmp.2022.020730
Vancouver Style
Jiang B, Wu S, Ji M, Liang B. Research on the dynamic response of submerged floating tunnels to wave currents and traffic load. Fluid Dyn Mater Proc. 2023;19(1):159-173 https://doi.org/10.32604/fdmp.2022.020730
IEEE Style
B. Jiang, S. Wu, M. Ji, and B. Liang, “Research on the Dynamic Response of Submerged Floating Tunnels to Wave Currents and Traffic Load,” Fluid Dyn. Mater. Proc., vol. 19, no. 1, pp. 159-173, 2023. https://doi.org/10.32604/fdmp.2022.020730



cc Copyright © 2023 The Author(s). Published by Tech Science Press.
This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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