Effect of Footing Shape on the Rocking Behavior of Shallow Foundations
Sources such as wind or severe seismic activity often exert extreme lateral loading onto the shallow foundations supporting high-rise structures such as bridge piers, buildings, shear walls, and wind turbine towers. Such loading conditions may cause the foundation to exhibit nonlinear responses such...
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| Principais autores: | , , , , |
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| Format: | Artigo |
| Sprog: | Inglês |
| Udgivet: |
MDPI AG
2024-02-01
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| Serier: | Buildings |
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| Online adgang: | https://www.mdpi.com/2075-5309/14/3/573 |
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