Bayesian two-stage structural identification with equivalent formulation and EM algorithm
For structural model identification using a Bayesian two-stage approach, modal properties (e.g., natural frequencies) are first extracted from measured data in Stage I and then used for determining structural properties (e.g., stiffness) in Stage II. With sufficient data that allow the problem to be...
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Формат: | Journal Article |
Язык: | English |
Опубликовано: |
2024
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Online-ссылка: | https://hdl.handle.net/10356/173017 |