A system is tested on a moving platform
u
-moving base
The position of the mass relative to an inertial frame is y. The actual measurement of the mass
motion, however, is its acceleration, ÿ, which is provided by an accelerometer attached to the
mass. The mass, spring rate, and damping rate are 1, 4 and 8, respectively, so the ODE is
ÿ + 4y + 8y = 4ů + 8u.
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1. Solve the unforced (u= 0) IVP for y with y(0) = -1, g(0) = 1, by computing the
characteristic roots A₁ and ₂ and letting y(t) = Aet + Bet, t≥ 0. The parameters
A and B are determined by enforcing the initial conditions. Once y(t) is determined (it is
a real-valued signal), compute the mass acceleration by differentiation (note: there are no
discontinuities in y or any of its time derivatives in a neighborhood of t = 0).
2. Now use the unilateral Laplace transform to find the acceleration due to these initial con-
ditions (u= 0 still) by following these steps: 1) apply the transform to the ODE, 2) iso-
late the expression for ŷ, 3) use the Derivative Theorem again for the mass acceleration,
ỹ = s²ŷ - sy(0) - (0), 4) "invert" the expression for to determine ÿ(t) for, t≥ 0.
Compare to the result from Part 1. Note that when differentiating a dependent variable it
is always necessary to apply the Derivative Theorem to account for possible non-zero initial
conditions associated with it.
3. Now consider a forced IVP in which the ICs are the same as Part 1, however, u(t) = tµ(t),
t20. Use the unilateral Laplace transform to determine ÿ, t≥ 0. Note that "external"
inputs are always considered "abrupt", so u(0) = 0, ú(0) = 0, etc. Hint: develop the
expression for first, then apply the Derivative Theorem to determine , then reverse engineer
to time-domain signals. Make sure to distinguish which signals in ÿ are abrupt, versus those
that are not.
Fig: 1