Consider, for example, a 3-degree of freedom
mass-spring-damper system as shown below.
Each of the masses (m1 thru’ m3) is connected to springs (K1-K3)
and dampers (C1-C3), with K3 and C3 connected to ground. Each of these masses
can be subject to a time-dependent forcing function (F1-F3). The resultant
displacement of each of these masses due to the forcing functions can be
described by the 2
nd order ODE’s by applying Newton’s laws of motion.
Using
the conversion mentioned earlier, the above three 2nd order ODE’s
result in the following six 1st order ODE’s:
By rearranging the above 1
st order ODE’s to solve
for
and ,
the numerical solutions can be readily obtained.
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