Output only structural identification in time domain Numerical and experimental studies.
By identifying changes in stiffness parameters, structural damage can be detected and monitored. Although considerable progress has been made in this research area, many challenges remain in achieving robust structural identification based on incomplete and noisy measurement signals. The identificat...
| I publikationen: | Earthquake engineering & structural dynamics. 37, 4 (2008). |
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| Huvudupphovsman: | |
| Materialtyp: | Artikel |
| Språk: | English |
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