Energy dissipation in rocking bridge piers under free vibration tests.
This research aims to investigate the dynamic characteristic of rocking bridge columns subjected to quick release loads. Precast columns anchored by unbonded steel bars at the centre of each column can rock on the foundation surface without inducing any residual deformation after earthquakes. The re...
| Опубликовано в:: | Earthquake engineering & structural dynamics. 36, 4 (2007). |
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| Главный автор: | |
| Формат: | Статья |
| Язык: | English |
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