A case study of excessive vibrations inside buildings due to an underground railway: Experimental tests and theoretical analysis-Reference-Cited by-同舟云学术

A case study of excessive vibrations inside buildings due to an underground railway: Experimental tests and theoretical analysis

Published:2022-01 Issue:1 Volume:29 Page:313-330
ISSN:2095-2899
Container-title:Journal of Central South University
language:en
Short-container-title:J. Cent. South Univ.

Author:

Ming Xuan-hui,Zheng Jun-yuan^ORCID,Wang Liu-chong,Zhao Cai-you,Wang Ping,Yao Li

Publisher

Springer Science and Business Media LLC

Subject

Metals and Alloys,General Engineering

Link

https://link.springer.com/content/pdf/10.1007/s11771-022-4920-1.pdf

Reference30 articles.

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3. LÓPEZ-MENDOZA D, CONNOLLY D P, ROMERO A, et al. A transfer function method to predict building vibration and its application to railway defects [J]. Construction and Building Materials, 2020, 232: 117217. DOI: https://doi.org/10.1016/j.conbuildmat.2019.117217.

4. RUIZ J F, SOARES P J, ALVES C P, et al. The effect of tunnel construction on future underground railway vibrations [J]. Soil Dynamics and Earthquake Engineering, 2019, 125: 105756. DOI: https://doi.org/10.1016/j.soildyn.2019.105756.

5. SHI Li, SUN Hong-lei, PAN Xiao-dong, et al. A theoretical investigation on characteristic frequencies of ground vibrations induced by elevated high speed train [J]. Engineering Geology, 2019, 252: 14–26. DOI: https://doi.org/10.1016/j.enggeo.2019.02.014.

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