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The experimental quantification of the modal parameter variability of nominally identical electric guitars in an industrial context is the aim of this article.
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Operational modal analysis is the primary tool for modal parameter identification in civil engineering.
The main modal testing procedures and modal parameter identification methods are reviewed, including both input/output and output-only approaches.
Structural modal parameter identification under ambient excitation has strong engineering value and theoretical significance.
Automated modal parameter identification of civil engineering structures has been analyzed in a previous paper.
In modal parameter identification, the damped complex exponential response methods extract modal parameters using free decay responses.
The application of EKF to modal parameter estimation is not new.
Based on the MPV and the associated uncertainty, the variability of modal parameters across different setups is also addressed.
This paper examines experimentally the effect of forcing and response amplitude on the variability of modal parameters of a bridge.
The updated model parameters reveal considerable variation despite the fact that the identified modal parameters exhibit a much lower level of variability.
These modal parameters were then checked using theoretical modal analysis.
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