Modal analysis of a coupled ballastless railway track surrounding a horse shoe shape shield tunnel linked to a box-girder bridge with substructure using finite element method
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Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s41062-024-01519-0.pdf
Reference33 articles.
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3. Xia CY, Lei JQ, Zhang N et al (2012) Dynamic analysis of a coupled high-speed train and bridge system subjected to collision load. J Sound Vib 331:2334–2347. https://doi.org/10.1016/J.JSV.2011.12.024
4. Shaikh MF, Nallasivam K (2023) Static and free vibration response of a box-girder bridge using the finite element technique. Multidiscip Model Mater Struct 19:897–923. https://doi.org/10.1108/MMMS-12-2022-0277
5. Lv X, Wang S, Qiu Y, Liu X (2021) Study on the influence of tectonic stress on stability of horseshoe-shaped tunnels. Adv Mater Sci Eng. https://doi.org/10.1155/2021/5566142
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