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Proceedings e report - Firenze University Press

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Average r adiated presure field<br />

(dB)<br />

60<br />

55<br />

50<br />

45<br />

40<br />

35<br />

30<br />

25<br />

WOOD SCIENCE FOR CONSERVATION OF CULTURAL HERITAGE<br />

(a) (b)<br />

Fig. 4 Measurement grid<br />

20<br />

0 200 400 600 800 1000 1200 1400 1600 1800 2000<br />

Fig. 5 Averaged pressure level from 0 to 2000 Hz with modal frequencies retained<br />

It is difficult to compare this spectrum to the one obtained on another harpsichord because each<br />

musical instrument is unique and we do not know another harpsichord made by Couchet kept in the<br />

same state. Moreover, it is impossible to realize another modal analysis on this instrument because it<br />

will imply contact. Nevertheless it is possible to compare this spectrum with theoretical results<br />

obtained from a finite element model (comparison will be analyzed in our afoot article). From this<br />

spectrum, the mathematical process consists in selecting peak one by one to reconstruct the mode<br />

(resonance frequency and modal shape) of the structure. An example is given on the Fig. 6.<br />

0<br />

50<br />

100<br />

150<br />

38 Hz<br />

0 50 100<br />

168 Hz<br />

0<br />

50<br />

100<br />

150<br />

0<br />

50<br />

100<br />

150<br />

73 Hz<br />

0 50 100<br />

183 Hz<br />

0<br />

50<br />

100<br />

150<br />

Frequency (Hz)<br />

217<br />

0<br />

50<br />

100<br />

150<br />

147 Hz<br />

0 50 100<br />

204 Hz<br />

0<br />

0 50 100<br />

0 50 100<br />

0 50 100<br />

243 H 278 H<br />

Fig. 6 First modal shape for the harpsichord Couchet<br />

290 H<br />

The modal decomposition for a structure is the resolution of this equation: [ M ] x<br />

+ [ K]<br />

x = 0 where<br />

[M] and [K] are the mass and stiffness matrices, and x the displacement. For a given structure, any<br />

50<br />

100<br />

150

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