Transient vibrations of cross-ply plates are studied under loads with
uncertain components using a nonprobabilistic model. The dynamic loads
involve the forcing function and the initial conditions with determin
istic and uncertain components. Uncertainty in these functions is requ
ired to be bounded in the L(2) norm and expressed by a finite number o
f eigenmodes. The specific forms of the uncertain functions are determ
ined so as to yield the least favorable dynamic response. The theory i
s illustrated with two numerical examples and the effect of various pr
oblem parameters, and, in particular, the level of uncertainty on the
response is studied.