Dynamic seismic response of shallow-buried rectangular underground passages constructed using the pipe-roof preconstruction method

Shallow-buried underground passages constructed using the pipe-roof preconstruction method (PPM) are widely applied in densely populated urban areas to control ground deformation during excavation. However, the seismic response characteristics of such composite underground structural systems remain...

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Autori principali:	Chia-Feng Hsu, Hao-Wei Chiu, Yu-Feng Lin, Show-Wen Chang, Shong-Loong Chen
Natura:	Artigo
Lingua:	Inglês
Pubblicazione:	Taylor & Francis Group 2026-05-01
Serie:	Journal of Asian Architecture and Building Engineering
Soggetti:	pipe-roof preconstruction method dynamic numerical analysis shallow-buried underground passage seismic response soil–structure interaction
Accesso online:	http://dx.doi.org/10.1080/13467581.2026.2664270
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