A Class Of nonlinear oscillator that scales input-output relations is
identified and studied in this paper. This type 01 system shows variab
le stiffness, variable damping, or both, and is piecewise linear in co
nical regions of the state space. The following passive and semiactive
mechanical systems, which exhibit this variable structure, are used t
o motivate the discussion: structures containing energy-dissipating de
vices with different loading and unloading stiffnesses, structures wit
h variable dampers, and structures with active variable stiffness. The
free-vibration response of single-degree-of-freedom systems with vari
able stiffness and variable damping is computed. It is demonstrated th
at the period of oscillation and the decay ratio between consecutive p
eaks of this type of nonlinear system are independent of the amplitude
of oscillation. The statistical-linearization method is used to estim
ate the mean-square response of structures containing nonlinear homoge
neous devices and subjected to random excitation. Excellent accuracy i
s achieved in the estimation of the mean-square response of these osci
llators using the statistical-linearization method.