By examining the forces acting upon the mass, it can be shown that the standard form of the equations governing our model is given by:
(1)
By introducing the natural frequency and the damping ratio, it can also be shown that Equation 1 can be written as:
(2)
The natural frequency can be written as:
(3)
And, the damping ratio is given by:
(4)
It is reasonable to estimate k and M for our system. But because the damping constant, C, is less well understood, the damping ratio, z, cannot be estimated directly.
If there is no forcing function [F(t) = 0] and the beam is displaced and then released, it experiences a free vibration response. The free response naturally gives rise to an additional parameter, damped natural frequency (ringing frequency).
If there is a periodic forcing function [F(t) = A sin t], the beam will experience a forced vibration response, or periodic response. The forced response gives the following parameters: resonant frequency, natural frequency, and damping ratio.