What Differentiates Simple Harmonic Motion from ψ = Amod(t) cos (wavt)?

In summary, the main difference between ψ = Amod(t) cos (wavt) and the simple harmonic oscillator is that the amplitude, Amod, is time dependent and twice the amplitude of the simple harmonic oscillator, A. Additionally, the oscillatory behavior is a function of a variable, ?, instead of the period, T. The simple harmonic oscillator equation does not have a beat frequency and is represented as Acos(ωt + φ) with A and φ being constants.
  • #1
whitehorsey
192
0
1. What is the difference between ψ = Amod(t) cos (wavt)and the simple harmonic oscillator?

3. A. The amplitude is time dependent
B. The amplitude,Amod , is twice the amplitude of the simple harmonic oscillator, A.
C. The oscillatory behavior is a function of ? instead of the period, T.

I'm not sure what the difference is. I thought that the equations are similar but that was incorrect.
 
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  • #2
What is ψ for a simple harmonic oscillator ?
 
  • #3
Simple harmonic oscillator:
ψ = 2A[cos(wavt) cos(1/2 wbeatt)]

Amod (t) = 2Acos(1/2 wbeatt)

In the book, it says the maximum amplitude Amod of the wave changes with time. Would that mean it is A?
 
  • #4
My simple harmonic oscillator ##\ddot x + \omega^2 x = 0 ## doesn't have a beat frequency. Only ##A\cos(\omega t + \phi)## with ##A## and ##\phi## constant.
 
  • #5


I can clarify the difference between the two equations and the simple harmonic oscillator. The simple harmonic oscillator refers to a system where the restoring force is directly proportional to the displacement from equilibrium and acts in the opposite direction. This results in an oscillatory motion with a constant amplitude and a period, T, which is the time it takes for one complete cycle.

On the other hand, the equation ψ = Amod(t) cos (wavt) represents a more complex system where the amplitude, A, is not constant but varies with time. This means that the oscillatory behavior is not solely dependent on the period, T, but also on the function Amod(t). This can result in a more complicated oscillatory motion with varying amplitudes and periods.

In summary, the main difference between the simple harmonic oscillator and the given equation is the time dependence of the amplitude and the resulting oscillatory behavior. While the simple harmonic oscillator has a constant amplitude and period, the given equation has a time-varying amplitude and a more complex oscillatory behavior.
 

FAQ: What Differentiates Simple Harmonic Motion from ψ = Amod(t) cos (wavt)?

What is Simple Harmonic Motion?

Simple Harmonic Motion is a type of periodic motion where an object oscillates back and forth around an equilibrium point, with a constant amplitude and a constant period. It is commonly observed in systems such as pendulums, springs, and mass-spring systems.

What is the equation for Simple Harmonic Motion?

The equation for Simple Harmonic Motion is x(t) = A*cos(ωt + φ), where x(t) represents the displacement of the object at time t, A is the amplitude, ω is the angular frequency, and φ is the phase angle.

What factors affect the period of Simple Harmonic Motion?

The period of Simple Harmonic Motion is affected by the mass of the object, the stiffness of the spring, and the amplitude of the motion. It is inversely proportional to the square root of the mass and directly proportional to the square root of the stiffness and the amplitude.

How is Simple Harmonic Motion related to energy?

In Simple Harmonic Motion, the total energy of the system is conserved and is shared between kinetic energy and potential energy. At the equilibrium point, all the energy is in the form of potential energy, and at the extreme points, all the energy is in the form of kinetic energy.

How can Simple Harmonic Motion be applied in real-life situations?

Simple Harmonic Motion can be applied in a variety of real-life situations, such as in the design of suspension systems for vehicles, in the functioning of musical instruments, and in the oscillation of atoms in a solid. It is also used in the study of earthquakes and vibrations in buildings and bridges.

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