A simple LMS-based approach to the structural health monitoring benchmark problem.
A structure's health or level of damage can be monitored by identifying changes in structural or modal parameters. However, the fundamental modal frequencies can sometimes be less sensitive to (localized) damage in large civil structures, although there are developing algorithms that seek to re...
| Опубликовано в:: | Earthquake engineering & structural dynamics. 34, 6 (2005). |
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| Главный автор: | |
| Формат: | Статья |
| Язык: | English |
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