Transverse seismic analysis of high-speed railway bridge in China based on a simplified calculation model
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
https://link.springer.com/content/pdf/10.1007/s11771-023-5226-7.pdf
Reference24 articles.
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2. HUANG Fu-qiong, LI Mei, MA Yu-chuan, et al. Studies on earthquake precursors in China: A review for recent 50 years [J]. Geodesy and Geodynamics, 2017, 8(1): 1–12. DOI: https://doi.org/10.1016/j.geog.2016.12.002.
3. JIANG Li-zhong, LIU Li-li, ZHOU Wang-bao, et al. Mapped relationships between pier settlement and rail deformation of bridges with CRTS III SBT [J]. Steel and Composite Structures, 2020, 36(4): 481–492. DOI: https://doi.org/10.12989/scs.2020.36.4.481.
4. LIU Xiang, JIANG Li-zhong, XIANG Ping, et al. Dynamic response limit of high-speed railway bridge under earthquake considering running safety performance of train [J]. Journal of Central South University, 2021, 28(3): 968–980. DOI: https://doi.org/10.1007/s11771-021-4657-2.
5. XING Meng-ting, WANG Ping, ZHAO Cai-you, et al. Ground-borne vibration generated by high-speed train viaduct systems in soft-upper/hard-lower rock strata [J]. Journal of Central South University, 2021, 28(7): 2140–2157. DOI: https://doi.org/10.1007/s11771-021-4758-y.
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