Hybrid analytical-numerical modelling of ground vibrations from moving loads in a tunnel embedded in the saturated soil
Author:
Affiliation:
1. College of Civil Engineering, Zhejiang University of Technology, Hangzhou, China
2. Key Laboratory for Far-Shore Wind Power Technology of Zhejiang Province, PowerChina Huadong Engineering Corporation Limited, Hangzhou, China
Funder
National Natural Science Foundation of China
Fundamental Research Funds for the Provincial Universities of Zhejiang
Natural Science Foundation of Zhejiang Province
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering,Environmental Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/19648189.2021.1928554
Reference46 articles.
1. Coupled boundary and finite element analysis of vibration from railway tunnels—a comparison of two- and three-dimensional models
2. Ground-borne vibrations due to dynamic loadings from moving trains in subway tunnels
3. Benchmark solutions for vibrations from a moving source in a tunnel in a half-space
4. Freefield vibrations due to dynamic loading on a tunnel embedded in a stratified medium
5. A 2.5D time-frequency domain model for railway induced soil-building vibration due to railway defects
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Semi-analytical solution to the steady-state periodic dynamic response of an infinite beam carrying a moving vehicle;International Journal of Mechanical Sciences;2022-07
2. An Improved Tunnel-Track Model in Saturated Poroelastic Soils to a Moving Point Load;Advances in Civil Engineering;2021-11-24
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