first order.
second order.
over-damped response.
For inspect of poles, form of system’s response
critically damped response.
System’s response:
where is our pole location.
under-damped response.
Unit step response to the system:
Thus the form of system’s response:
e^{-\sigma_dt} \lbrack 2\alpha \cos \omega_d t+ 2\beta \sin \omega_d t \rbrack = K_4 e^{-\sigma_d t} \cos (\omega_dt - \phi)$$ where $\phi = \tan^{-1}(\frac{\beta}{\alpha})$ and $K_4=\sqrt{(2\alpha)^2 + (2\beta)^2}$ ### general second-order systems - nature frequency $\omega_n$: frequency of oscillation of the system - damping ratio $\zeta = \frac{\text{exponential decay frequency}}{\text{natural frequency (rad/sec)}}$ _Deriving_ $\zeta$: - For _under-damped_ system, the poles are $\sigma = \frac{-a}{2}$ ### %OS (percent overshoot)%OS = e^{\zeta \pi / \sqrt{1-\zeta^2}} \times 100 %