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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

Rock Mechanics Bulletin2025,Vol.4Issue(1):P.86-96,11.
Rock Mechanics Bulletin2025,Vol.4Issue(1):P.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

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/Analyticalapproach/Quasi-static method

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交通工程

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].Rock Mechanics Bulletin,2025,4(1):P.86-96,11.

Rock Mechanics Bulletin

2773-2304

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