Seismic performance enhancement of underground structure influenced by CFRP wrapping schemes
Abstract The seismic failure mechanism of underground structures showing structural collapse is attributed to the deformation incompatibility between the central columns and the sidewalls, especially the insufficient deformation capacity of the central columns. Therefore, the approaches to improve t...
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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Springer Nature
2024-11-01
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| Series: | Urban Lifeline |
| Subjects: | |
| Online Access: | https://doi.org/10.1007/s44285-024-00022-3 |
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