We propose a relationship between the response of a forced vibration model
having six degrees of freedom for any planar unbalanced linkage and its exc
itation caused by the shaking force/moment of a linkage. We also present a
criterion which expresses the compromised value of response in terms of cou
nterweight mass parameters used as an objective function In optimum balanci
ng. The effects on shaking force/moment and on vibration response predicted
by using the new criterion are compared with those obtained by a classical
method. Results show that the vibration response of the system predicted b
y the new approach is much smaller than that obtained br the classical meth
od. The measured responses of the system at three points also show that the
new method is effective in reducing vibration response.