Non-linear viscoelastic modelling of earthquake-induced strcutural pounding.
Past severe earthquakes indicate that structural pounding may cause considerable damage or even lead to collapse of colliding structures if the separation distance between them is not sufficient. Because of its complexity, modelling of impact is an extremely difficult task, however, the precise nume...
| Опубликовано в:: | Earthquake engineering & structural dynamics. 34, 6 (2005). |
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| Главный автор: | |
| Формат: | Статья |
| Язык: | English |
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