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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Main Authors: | , |
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格式: | Article |
語言: | English |
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2024
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在線閱讀: | https://hdl.handle.net/10356/173017 |
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機構: | Nanyang Technological University |
語言: | English |