Sources
- General Second Order EK2. (Lecture Slides)
General Second Order Transfer Function
Where
Type of Response
Determining the Poles and Step Response Given the Damping Ratio
Damping Ratio | Poles | Step Response |
---|---|---|
Undamped | ||
Underdamped | ||
Critically Damped | ||
Overdamped |
Natural Frequency
The natural frequency
Where
is a system pole element
Damping Ratio
Characteristics of a General Second-Order System Transient Response
Rise Time
The rise time
Damping Ratio | Normalized Rise Time |
---|---|
0.1 | 1.104 |
0.2 | 1.203 |
0.3 | 1.321 |
0.4 | 1.463 |
0.5 | 1.638 |
0.6 | 1.854 |
0.7 | 2.126 |
0.8 | 2.467 |
0.9 | 2.883 |
Peak Time
The peak time
Percent Overshoot
The percent overshoot
Settling Time
The settling time
It can be approximated using the formula