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...
| Vydáno v: | Earthquake engineering & structural dynamics. 32, 6 (2003). |
|---|---|
| Hlavní autor: | |
| Médium: | Článek |
| Jazyk: | English |
| Témata: |