This paper extends the fuzzy set theory to-a dynamic finite element analysi
s of engineering systems which have uncertainties in material properties. A
general algorithm which resolves the uncertain eigenvalue problem by using
a reanalysis approach is considered. This algorithm is applied to the stud
y of the modal behaviour of structures presenting uncertain material proper
ties. Some indexes which determine the more sensitive eigenvalue to several
uncertainty sources are also put forward. Finally, a plate structure as nu
merical path-rest is analysed. The results of such a calculation determine
the sensitivity of the modal behaviour to multiple simultaneous material pa
rameters. (C) 1999 Academic Press.