ME 363 Exam #2

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Last updated 7:49 AM on 4/16/26
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47 Terms

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characteristic roots (poles)

values of p

can solve using quadratic formula or by factoring into parts

the poles correspond to two distinct solutions to the ODE

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the damping ratio is equal to 1 when there are 2 distinct poles (T/F)

false: it is not equal to one

the damping ratio is equal to 1 when there are two similar poles

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plotting poles

poles can be represented as vectors and put on a graph

ex) 𝑥1,2 = 𝑎 ± 𝑏𝑗 ⟹ 𝑥1 = 𝑎 + 𝑏𝑗, 𝑥2 = 𝑎 − 𝑏𝑗

can be represented as (a, b) and (a, -b) and then plotted

they are plotted on a real (x-axis) and imaginary (y-axis) plane

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what is the damping ratio

a measure of how quickly a solution decays (damped out)

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what happens to oscillations when 𝜁 = 0

oscillations do not decay

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what happens to oscillations when they have a low 𝜁 < 1

oscillations decay slowly

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what happens to oscillations when they have a high 𝜁 < 1

oscillations decay quickly

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what happens to oscillations when 𝜁 ≥ 1

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what is undamped natural frequency

a measure of the speed of a system’s response

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what does a small natural frequency mean for oscillations

slow oscillations

slow decay

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what does a large natural frequency mean for oscillations

fast oscillations

fast decay

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what is damped natural frequency

frequency of oscillations for an underdamped system

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free response

when input = 0

f(t) = 0

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forced response

response resulting from an external force f(t)

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what is the stability when the response decays to zero

stable/critically damped

happens when all of the terms in y(t) contain ept where p has a negative real part

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what is the stability if the response diverges to infinity

unstable

happens if any of the terms in y(t) contain ept where p has a negative real part

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what is the stability if the response diverges to neither infinity or nor zero

neutrally stable/critically unstable

y(t) oscillates forever because there are no exponential terms

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what happens with stability if there are repeated sets of purely imaginary poles

marginal stability

increasing amplitude of oscillations with time

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what is the system response for a pole located to the right of the origin

exponential increase

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what is the system response for a pole located to the left of the origin

exponential decrease

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what is the system response for a pole located further from the real axis

more oscillatory

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what is the system response for a pole located further from the origin

faster response

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what is the system response for a pole located closer to the origin

slower response

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time constant

1/real part of pole

a system with multiple poles can have multiple time constants if they have different real parts

represents time for system to exhibit 63% of total change

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dominant root/pole

for systems that have more and one time constant, the dominant root is the one that exhibits the slowest response

larger time constant = slower response

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logarithmic decrement

natural log of the ratio of the amplitudes of any peaks in an underdamped response

represents the rate at which the amplitude of oscillation decreases

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laplace transform

allows us to convert differential equations into algebraic equations to solve them more easily

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step/impulse responses

represent how systems react to sudden changes

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