Staff Site Universitas Negeri Yogyakarta
SEE 2113 KAWALAN: PEMODELAN DAN SIMULASI
4-21
The General Second-Order System
• Two important quantities that describes the
response of second order systems:
o Natural frequency, ωn : The frequency of
oscillation of the system without damping.
o Damping ratio, ζ : Parameter that describes
the damped oscillations of the 2nd order
response.
Bigger, means more ‘damped’
response, i.e. less oscillations.
ζ =
=
Exponential decay frequency
Natural frequency (rad/second )
1 Natural period (seconds)
2π Exponential time sonstant
• Define general 2nd order response in terms of ωn
and ζ as:
• Hence the pole is given as:
ZHI
SEE 2113 KAWALAN: PEMODELAN DAN SIMULASI
4-22
• Four time responses based on ζ :
ZHI
SEE 2113 KAWALAN: PEMODELAN DAN SIMULASI
Example:
Given
the
4-23
transfer
ωn 2
G(s) = 2
, find ζ and ωn .
2
s + 2ζω n s + ωn
function
Example: Find the value of ζ , and sketch the
kind of response expected.
ZHI
SEE 2113 KAWALAN: PEMODELAN DAN SIMULASI
4-24
Underdamped Second-Order Systems
• A common model for physical problems.
• A detailed description of the underdamped
response is necessary for both analysis and design.
ωn 2
C ( s) =
s ( s 2 + 2ζω n s + ωn 2 )
=
K 2 s + K3
K1
, ζ
4-21
The General Second-Order System
• Two important quantities that describes the
response of second order systems:
o Natural frequency, ωn : The frequency of
oscillation of the system without damping.
o Damping ratio, ζ : Parameter that describes
the damped oscillations of the 2nd order
response.
Bigger, means more ‘damped’
response, i.e. less oscillations.
ζ =
=
Exponential decay frequency
Natural frequency (rad/second )
1 Natural period (seconds)
2π Exponential time sonstant
• Define general 2nd order response in terms of ωn
and ζ as:
• Hence the pole is given as:
ZHI
SEE 2113 KAWALAN: PEMODELAN DAN SIMULASI
4-22
• Four time responses based on ζ :
ZHI
SEE 2113 KAWALAN: PEMODELAN DAN SIMULASI
Example:
Given
the
4-23
transfer
ωn 2
G(s) = 2
, find ζ and ωn .
2
s + 2ζω n s + ωn
function
Example: Find the value of ζ , and sketch the
kind of response expected.
ZHI
SEE 2113 KAWALAN: PEMODELAN DAN SIMULASI
4-24
Underdamped Second-Order Systems
• A common model for physical problems.
• A detailed description of the underdamped
response is necessary for both analysis and design.
ωn 2
C ( s) =
s ( s 2 + 2ζω n s + ωn 2 )
=
K 2 s + K3
K1
, ζ