Identification of soil degradation during earthquake excitations by Bayesian inference.
A Bayesian inference approach is introduced to identify soil degradation behaviours at four downhole array sites. The approach of inference is based on a parametric time varying infinite impulse response filter model. The approach is shown to be adaptive to the changes of filter parameters and noise...
| Publicado en: | Earthquake engineering & structural dynamics. 32, 6 (2003). |
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| Autor Principal: | |
| Formato: | Artigo |
| Idioma: | English |
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