Seismic Response and Mitigation Measures of Large Unequal-Span Subway Station Structures in Liquefiable Sites
The deformation of surrounding soil primarily governs the behavior of underground structures. Consequently, variations in their external geometry significantly affect their overall seismic response. Moreover, large soil deformations and structural uplift caused by liquefaction severely threaten thei...
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| Huvudupphov: | , , , , |
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| Materialtyp: | Artigo |
| Språk: | Inglês |
| Utgiven: |
MDPI AG
2026-03-01
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| Serie: | Buildings |
| Ämnen: | |
| Länkar: | https://www.mdpi.com/2075-5309/16/7/1359 |
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