The displacement of a structure is defined by the following equation for a damped oscillation: y = 8 e − k t cos ω t where k = 0.5 and ω = 3 . (a) Use the graphical method to make an initial estimate of the time required for the displacement to decrease to 4. ( b) Use the Newton-Raphson method to determine the root to ε s = 0.01 % . ( c) Use the secant method to determine the root to ε s = 0.01 % .
The displacement of a structure is defined by the following equation for a damped oscillation: y = 8 e − k t cos ω t where k = 0.5 and ω = 3 . (a) Use the graphical method to make an initial estimate of the time required for the displacement to decrease to 4. ( b) Use the Newton-Raphson method to determine the root to ε s = 0.01 % . ( c) Use the secant method to determine the root to ε s = 0.01 % .
The displacement of a structure is
defined by the following equation for a
damped oscillation:
y = 7 e-kt coswt
where k = 0.6 and w = 4
Use the Newton-Raphson method to
determine the root to ɛs = 0.01%
A particle is moving in simple harmonic motion with frequency 40 hertz (cycles per second) and a maximum displacement of 0.3 mm from equilibrium position 0. Find an equation of the form y = a sinωt (a > 0) for the particle’s displacement y mm at time t seconds.
Suppose a mass-spring system exhibits damped harmonic motion, modeled by the
-0.2t
function f (t) = -6e
cos (Tt).
Here, t is measured in seconds, and the function is the displacement from
equilibrium, measured in inches.
Blank 1: What is the frequency of the motion?
Blank 2: What is the period of the motion?
Blank 3: After 25 seconds, how many oscillations wilIl have been completed?
Blank 4: Briefly explain the difference between simple harmonic motion and damped
harmonic motion.
You don't need to put anything in this blank; you should answer this on your
handwritten work.
Blank # 1
Blank # 2
Blank # 3
Blank # 4
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