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Analysis of tunnel lining internal forces under the influence of S and P-waves:An analytical solution and quasi-static numerical method

Rouhollah Basirat

岩石力学通报(英文)2025,Vol.4Issue(1):86-96,11.
岩石力学通报(英文)2025,Vol.4Issue(1):86-96,11.DOI:10.1016/j.rockmb.2024.100168

Analysis of tunnel lining internal forces under the influence of S and P-waves:An analytical solution and quasi-static numerical method

Analysis of tunnel lining internal forces under the influence of S and P-waves:An analytical solution and quasi-static numerical method

Rouhollah Basirat1

作者信息

  • 1. WBI GmbH,Im Technologiepark 3,69469 Weinheim,Germany
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摘要

关键词

Tunnel lining/Dynamic analysis/P and S-Waves/Analytical approach/Quasi-static method

Key words

Tunnel lining/Dynamic analysis/P and S-Waves/Analytical approach/Quasi-static method

引用本文复制引用

Rouhollah Basirat..Analysis of tunnel lining internal forces under the influence of S and P-waves:An analytical solution and quasi-static numerical method[J].岩石力学通报(英文),2025,4(1):86-96,11.

岩石力学通报(英文)

2773-2304

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