Abstract
In this contribution, the author will attempt to demonstrate the potential applicability of frequency-domain estimators in the field of modal analysis. The basics of vibration and modal analysis will be briefly summarised. In modal analysis, it is important to identify a mechanical system with a few inputs and hundreds of outputs. This requires the adaptation of frequency-domain estimators designed to handle large amounts of data in a reasonable amount of time. A practical example will be shown of truss bridge element research.
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