Abstract
This paper studies the vibration problem of the guideway girder of a high-speed maglev train during a double line intersection. Established a dynamic model of the high-speed maglev train and a finite element model of the double guideway girder pier. Calculated the dynamic response of the guideway girder under different speeds, support stiffness, and intersection conditions. The results show that when the operating speed exceeds 400 km/h, the dynamic response of the guideway girder significantly increases; The mid span deflection and vertical acceleration of guideway girder under intersection conditions are greater than those under unidirectional operation, but the deflection is more sensitive to intersection conditions; The deflection of guideway girder decreases with the increase of support stiffness, and the design of guideway girder should strive to increase the support stiffness as much as possible.
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References
Teng, Y.F., Teng, N.G.: Vibration analysis of maglev three span continuous girder subjected to moving uniformly distributed secondary suspension model. J. Vib. Shock 27(3), 120–123 (2008)
Shi, J., Yao, Z.D.: Dynamic response of guideway girders due to high-speed maglev trains moving at resonant speed. J. Eng. Mech. 29(12), 196–203 (2012)
Du, Z.J., L, Y.P.: Analysis of track beam characteristics on the maglev vehicle—track interaction. J. China Meas. Test
Teng, Y.F.: The study of vibration of high-speed maglev guideway interacting with vehicle. Shanghai Jiao Tong University
Li, S., Chen, S.: Structural health monitoring of maglev guideway PC girders with distributed long‐gauge FBG sensors. Struct. Control Health Monit. 25(1), e2046 (2018)
Tu, J.Y.: Simulation analysis and parametric optimization on coupled vibration of high-speed maglev train-track beam bridge system. Central South University
Zhou, D.F., Hansen, C.H., Li, J.: Suppression of maglev vehicle–girder self-excited vibration using a virtual tuned mass damper. J. Sound Vib. 330(5), 883–901 (2011)
Cai, W.T.: Research on dynamic characteristics of high-speed maglev track beam system based on coupling vibration of vehicle and bridge. Shanghai Jiao Tong University.
Chen, X.Y.: Coupled vibration analysis of high-speed maglev train-viaduct systems with control loop failure. J. Central South Univ.
Shi, J., Fang, W., Wang, Y., et al.: Measurements and analysis of track irregularities on high speed maglev lines. J. Zhejiang Univ. Sci. A 15(6), 385–394 (2014)
Acknowledgements
This study is sponsored by the Key R&D Program of Shandong Province (Major Scientific and Technological Innovation Project, grant number: 2020CXGC010202).
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© 2024 The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.
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Sun, X. et al. (2024). Vibration Response Analysis of High-Speed Maglev Dual-Line Guideway Girder Based on Vehicle Guideway Coupling. In: Yue, X., Yuan, K. (eds) Proceedings of 2023 the 6th International Conference on Mechanical Engineering and Applied Composite Materials. MEACM 2023. Mechanisms and Machine Science, vol 156. Springer, Singapore. https://doi.org/10.1007/978-981-97-1678-4_29
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DOI: https://doi.org/10.1007/978-981-97-1678-4_29
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