Shakedown analysis of pile foundations under cyclic lateral loadings
Pile foundations for many infrastructures, such as bridges, oil rigs, electricity towers, wind, and wave turbines, sustain cyclic lateral loads from wind or wave actions. The long-term response of pile foundations under cyclic lateral loading conditions is one key factor to consider in the design, w...
| Main Author: | Tang, Xiaojun |
|---|---|
| Format: | Thesis (University of Nottingham only) |
| Language: | English |
| Published: |
2021
|
| Subjects: | |
| Online Access: | https://eprints.nottingham.ac.uk/65293/ |
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