A new approach called the "variational theory of complex rays" (VTCR) is de
veloped for calculating the vibrations of weakly damped elastic structures
in the medium-frequency range. here, the emphasis is put on the most fundam
ental aspects. The effective quantities (elastic energy, vibration intensit
y, ets.) are evaluated after solving a small system of equations which does
not derive from a finite element discretization of the structure. Numerica
l examples related to plates show the appeal and the possibilities of the V
TCR.