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2.7 Bode Diagram 39
Fig. 2.20 A simple mass–
spring–damper system
C K
M
F
X
d x dx
2
M + C + Kx = F (2.24)
dt 2 dt
It should be noted that the displacement is measured from static equilibrium posi-
tion and, therefore, the weight of mass is ignored.
Taking Laplace Transform from both sides of Eq. (2.22) and assuming zero ini-
tial conditions yields
Ms x + Csx + Kx = F (2.25)
2
With some algebraic manipulation, Eq. (2.23) can be written in standard form as
F
x = K (2.26)
M s + C s +1
2
K K
The natural frequency and damping ratio are given by
ω = K
n
M (2.27)
ζ = C
2 KM