An experimental study on the rocking response of bridge piers with spread footing foundations.
Some spread footing foundations from real retrofitting practices in Taiwan were extended to be uneconomically large due to the restriction of foundation uplift regulated in the design code. Although rocking mode of spread footings induced from foundation uplift is not favorable in current design cod...
| Published in: | Earthquake engineering & structural dynamics. 40, 7 (2011). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |