Damage identification method using harmonic excitation force considering both modelling and measurement errors.
A method of structural damage identification using harmonic excitation force is presented. It considers the effects of both measurement and modelling errors in the baseline finite element model. Damage that accompanies changes in structural parameters can be estimated for a damaged structure from th...
| Published in: | Earthquake engineering & structural dynamics. 34, 10 (2005). |
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| Main Author: | |
| Format: | Article |
| Language: | English |
| Subjects: |