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We conclude that vibration measurements offer a practical solution to detect wall vault separation in historic masonry monuments, provided that multiple damage indicators are evaluated.
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The seemingly large value of damage indicators occurs, because the damage indicator involves division of FRFs.
The other damage indicators show consistent trends.
Hazards and potential damages based on damage indicators are analyzed periodically.
From this interrelationship, two new damage indicators, namely cosine based indicator (CI) and extended transmissibility damage indicator (ETDI), are drawn out.
Curvature damage factor (CDF) of a tapered cantilever beam are used as damage indicators.
Four damage indicators based on modal parameters were assessed by comparing pristine and damaged states.
Therefore, other damage indicators such as mode shape alterations should also be considered in the damage localization process.
In this study, we extend these two indicators, derive two new damage indicators, CI and ETDC, and apply them in a transmissibility based structural damage detection technique.
It is observed from this study that the proposed set of DSFs is good indicator for damage location even in the presence of damping, multiple damages, noise, and parametric uncertainties.
Thus, a damage indicator is strongly recommended.
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