A rotor spins inside a machine block supported by springs and a damper, and the unbalance mass (orange dot) produces a centrifugal force. The whole machine vibrates up and down with an amplitude proportional to X.
$$F = m\,e\,\omega^{2}, \qquad X = \frac{(m e/M)\;r^{2}}{\sqrt{(1-r^{2})^{2}+(2\zeta r)^{2}}}$$
Unbalance exciting force F and steady-state vibration amplitude X. m: unbalance mass, e: eccentricity, M: total machine mass, ω: angular speed, ζ: damping ratio. The exciting force grows with the square of ω.
$$\omega_n = \sqrt{\frac{k}{M}}, \qquad r = \frac{\omega}{\omega_n}$$
Natural angular frequency ωₙ and frequency ratio r. k: support stiffness. The response peaks at r ≈ 1 (resonance), and for r ≫ 1 the amplitude X approaches the constant value m·e/M.
$$F_{tr} = X\,k\,\sqrt{1+(2\zeta r)^{2}}$$
Force F_tr transmitted to the foundation through the springs and damper. It falls as r increases, which is favourable for vibration isolation.