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...
| में प्रकाशित: | Earthquake engineering & structural dynamics. 31, 4 (2002). |
|---|---|
| मुख्य लेखक: | |
| स्वरूप: | लेख |
| भाषा: | English |
| विषय: |