Pier-level seismic fragility of RC bridges on caisson and composite caisson-pile foundations under near-fault ground motions
Abstract The influence of deep foundation configuration on pier-level seismic fragility under near-fault ground motions remains insufficiently quantified. This study evaluates how alternative foundation systems modify the probabilistic seismic response of reinforced concrete bridge piers in simply s...
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| Autors principals: | , |
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| Format: | Artigo |
| Idioma: | Inglês |
| Publicat: |
Springer
2026-06-01
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| Col·lecció: | Discover Civil Engineering |
| Matèries: | |
| Accés en línia: | https://doi.org/10.1007/s44290-026-00544-5 |
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