Dynamic Response and Seismic Resilience of a Subway Station Subjected to Oblique SV-Wave Incidence
To investigate the influence of oblique SV-wave incidence on the dynamic response and seismic resilience of subway stations, the viscoelastic artificial boundary combined with the equivalent nodal force method was used to implement the oblique SV-wave input, and a 3D soil-structure interaction finit...
Tallennettuna:
| Päätekijät: | , , , |
|---|---|
| Aineistotyyppi: | Artigo |
| Kieli: | Inglês |
| Julkaistu: |
MDPI AG
2026-08-01
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| Sarja: | Buildings |
| Aiheet: | |
| Linkit: | https://www.mdpi.com/2075-5309/16/16/3317 |
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