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Among the numerous vibration based damage detection methods, some are using dynamically measured flexibility matrix to detect and locate damage in the structure.
In spite of much recent research and some successful applications of vibration based damage detection methods to civil structures in recent years, the applications to asymmetric buildings has been a challenging task for structural engineers.
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The paper establishes a sensitivity based damage detection method to use PSD.
To achieve this goal, a simulation based damage detection method is used that incorporates the Concrete Damaged Plasticity model.
The results obtained from a number of different damage scenarios confirm the feasibility of the proposed vibration based damage detection method for three dimensional asymmetric buildings.
Then a FEM updating based damage detection method is proposed by using measured frequencies of the vehicle-bridge system with the vehicle parked at different locations.
Vibration-based damage detection methods have the potential to be employed to monitor the health status of the structures based on the fact that damage occurred in a structure would result in changes in its structural dynamic characteristics.
Modal-based damage detection methods, have received considerable attention in civil engineering applications.
Vibration-based damage detection methods are simple and conventionally adopted to monitor the structural health of buildings.
Most RSM-based damage detection methods are frequency-based, limiting their application to small structures and symmetrical damage.
Most vibration-based damage detection methods require the modal properties obtained from measured signals through the system identification techniques.
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