Probabilistic approach for modal identification using non-stationary noisey response measurements only.
This paper addresses the problem of identification of the modal parameters for a structural system using measured non-stationary response time histories only. A Bayesian time domain approach is presented which is based on an approximation of the probability distribution of the response to a non-stat...
| 發表在: | Earthquake engineering & structural dynamics. 31, 4 (2002). |
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| 格式: | Article |
| 語言: | English |
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