Dynamic response limit of high-speed railway bridge under earthquake considering running safety performance of train
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-021-4657-2.pdf
Reference58 articles.
1. KANG Chong-jie, SCHNEIDER S, WENNER M, MARX S. Experimental investigation on the fatigue behaviour of rails in the transverse direction [J]. Construction and Building Materials, 2021, 272: 121666. DOI: https://doi.org/10.1016/j.conbuildmat.2020.121666.
2. KANG Chong-jie, BODE M, WENNER M, MARX S. Experimental and numerical investigations of rail behaviour under compressive force on ballastless track systems [J]. Engineering Structures, 2019, 197: 109413. DOI: https://doi.org/10.1016/j.engstruct.2019.109413.
3. KANG Chong-jie, SCHNEIDER S, WENNER M, MARX S. Experimental investigation on rail fatigue resistance of track/bridge interaction [J]. Engineering Structures, 2020, 216: 110747. DOI: https://doi.org/10.1016/j.engstruct.2020.110747.
4. FENG Y, JIANG L, ZHOU W, LAI Z, CHAI X. An analytical solution to the mapping relationship between bridge structures vertical deformation and rail deformation of high-speed railway [J]. Steel and Composite Structures, 2019, 33: 209–224. DOI: https://doi.org/10.12989/scs.2019.33.2.209.
5. SU Miao, DAI Gong-lian, PENG Hui. Bond-slip constitutive model of concrete to cement-asphalt mortar interface for slab track structure [J]. Structural Engineering and Mechanics, 2020, 74: 589–600. DOI: https://doi.org/10.12989/sem.2020.74.5.589.
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