Substructural first and second order model identification for structural damage assessment.
This paper presents two methods to perform system identification at the substructural level, taking advantage of reduction in the number of unknowns and degrees of freedom (DOFs) involved, for damage assessment of fairly large structures. The first method is based on first-order state space formulat...
| Udgivet i: | Earthquake engineering & structural dynamics. 34, 15 (2005). |
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| Format: | Article |
| Sprog: | English |
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