An improved dynamical model for vibration damping in composite structures i
s introduced to investigate the stacking sequence and the degree of anisotr
opy as a function of the vibration modes. Extensive investigation has been
carried out from the fitting of modal measurements with lowest residual err
ors to establish quasi-uniform mass damping models in terms of normal coord
inates system. The analysis of the obtained results proves not only the eff
iciency of the proposed model but also its applicability in any wide range
of frequency spectrum of composites. (C) 1999 Elsevier Science Ltd. All rig
hts reserved.