Abstract
A description and a review of the Hilbert transform procedures for detecting and quantifying structural non-linearity in frequency response functions obtained during modal testing is presented in this paper. A method of minimizing the effect of residual modes of vibration, previously a problem with the numerical Hilbert transform, is also described. © 1987 Pitagora Editrice Bologna.
| Original language | English |
|---|---|
| Pages (from-to) | 123-132 |
| Number of pages | 10 |
| Journal | Meccanica |
| Volume | 22 |
| Issue number | 3 |
| DOIs | |
| Publication status | Published - Sept 1987 |
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