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A time series algorithm is trained using "baseline" data to predict the vibration response, compare predictions to actual measurements collected on a potentially damaged structure, and calculate a user-defined damage indicator.
Thus, a damage indicator is strongly recommended.
A damage indicator is implemented in the material model.
The seemingly large value of damage indicators occurs, because the damage indicator involves division of FRFs.
One very important damage indicator for the structure was developed by Mickens et al. (2003).
The dynamic stiffness of the specimens was determined as a damage indicator during the cyclic tests.
The volume strain has been also measured as a damage indicator in the studied polymers.
For illustration the cumulative plastic deformation ratio has been used as damage indicator.
At the moment, your notification of enemies' locations is usually some kind of visual damage indicator which often takes you out of the game.
Therefore, stiffness damage indicator (DRS) and mass damage indicator (DRM) are defined based on ratio of diagonal changes of perturbation matrices to diagonal values in undamaged mass and stiffness matrices.
Changes in stiffness are frequently used as an additional damage indicator in fatigue tests of complex structures.
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