Susceptibility of shallow foundation to rocking and sliding movements during seismic loading
Current design codes prevent the rocking and sliding of shallow foundations during seismic loading despite much research indicating the beneficial nature of allowing such movements. The primary benefit is the partial isolation of the structure from the soil beneath and subsequently the reduced ducti...
| Main Authors: | , , |
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| Format: | Book Section |
| Published: |
Springer
2014
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| Subjects: | |
| Online Access: | https://eprints.nottingham.ac.uk/34903/ |