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Linear cumulative assumption is used for damage estimation.
With the proposed correction, the linear modal analysis is used for damage estimation of structures with non-linearities.
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It could also be used for damage detection, and damping estimation, among others.
Resilience is used for damage mitigation.
A method for damage estimation of a bridge structure is presented using ambient vibration data caused by the traffic loadings.
For damage estimation of structures, employing an appropriate damage assessment method is essential to derive the corresponding fragility curves.
This source serves as a good basis for damage estimation in Innsbruck.
It is also shown how the proposed fragility functions can be used to predict the probability of occurrence of a certain damage state, which can be used for loss estimation of masonry buildings.
The sequential prediction error method is used for the estimation of unknown parameters related to damages.
A Maximum Likelihood estimator was used for parameter estimation.
Also, the curvature modes are used for the estimation of the strain energy of the plate and for the formulation of a damage index which can be used to provide damage location and extent information.
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