Oscillations and Waves

Learning Objectives

  • Understand the principles of Simple Harmonic Motion (SHM) and compute related kinematics and energy.
  • Analyze damped and driven oscillations and recognize the implications of resonance.
  • Describe mechanical waves, wave properties, and their mathematical representations.
  • Explain wave interference, the principle of superposition, and standing waves.
  • Calculate the period of simple and physical pendulums.
  • Understand sound waves and compute frequency shifts due to the Doppler Effect.
Oscillations (vibrations) are back-and-forth motions about an equilibrium position. Waves are propagating disturbances that carry energy from one place to another without permanently moving the medium itself. Understanding these phenomena is critical for structural engineering (earthquake resistance, wind-induced vibrations) and acoustics.

Oscillations and Simple Harmonic Motion (SHM)

Oscillations and Simple Harmonic Motion (SHM) Concepts

Motion that repeats after a fixed time interval is periodic. Harmonic motion is a more specific sinusoidal form of periodic motion; simple harmonic motion (SHM) occurs when the restoring acceleration is proportional to displacement and directed toward equilibrium.

Simple Harmonic Motion (SHM)

Motion caused by a restoring force that is directly proportional to the displacement from equilibrium and always directed towards that equilibrium position. This relationship is often described by Hooke's Law.

Hooke's Law for SHM

Relates the restoring force to the displacement from equilibrium.

Fx=−kxF_x = -kx

Variables

SymbolDescriptionUnit
FxF_xRestoring forceN
kkSpring constant or stiffnessN/m
xxDisplacement from equilibriumm

Oscillations and Simple Harmonic Motion (SHM) Concepts

Because Fx=maxF_x = ma_x, the acceleration in SHM is also proportional to displacement: ax=−(k/m)xa_x = -(k/m)x. This differential equation describes a system where the acceleration is always opposite to the position, leading to a sinusoidal oscillation.

Kinematics of SHM

Kinematics of SHM Concepts

The position (xx), velocity (vv), and acceleration (aa) of an object in SHM as a function of time (tt) are described by sinusoidal functions.

Position in SHM

Calculates the position of an object in SHM as a function of time.

x(t)=Acos⁡(ωt+ϕ)x(t) = A \cos(\omega t + \phi)

Variables

SymbolDescriptionUnit
x(t)x(t)Position at time tm
AAAmplitude (maximum displacement)m
ω\omegaAngular frequencyrad/s
ttTimes
ϕ\phiPhase constantrad

Velocity in SHM

Calculates the velocity of an object in SHM as a function of time.

v(t)=−Aωsin⁡(ωt+ϕ)v(t) = -A\omega \sin(\omega t + \phi)

Variables

SymbolDescriptionUnit
v(t)v(t)Velocity at time tm/s
AAAmplitudem
ω\omegaAngular frequencyrad/s
ttTimes
ϕ\phiPhase constantrad

Acceleration in SHM

Calculates the acceleration of an object in SHM as a function of time.

a(t)=−Aω2cos⁡(ωt+ϕ)=−ω2x(t)a(t) = -A\omega^2 \cos(\omega t + \phi) = -\omega^2 x(t)

Variables

SymbolDescriptionUnit
a(t)a(t)Acceleration at time tm/s2m/s^2
AAAmplitudem
ω\omegaAngular frequencyrad/s
ttTimes
ϕ\phiPhase constantrad
x(t)x(t)Position at time tm

Angular Frequency Determinants

The angular frequency ω\omega is determined entirely by the physical properties of the system (mass and stiffness), not by how the oscillation is started (amplitude).

Angular Frequency for a Mass-Spring System

Calculates the angular frequency for an ideal mass-spring system.

ω=km\omega = \sqrt{\frac{k}{m}}

Variables

SymbolDescriptionUnit
ω\omegaAngular frequencyrad/s
kkSpring constantN/m
mmMasskg

Angular Frequency for a Simple Pendulum

Calculates the angular frequency for a simple pendulum at small angles.

ω=gL\omega = \sqrt{\frac{g}{L}}

Variables

SymbolDescriptionUnit
ω\omegaAngular frequencyrad/s
ggAcceleration due to gravitym/s2m/s^2
LLLength of the pendulumm
SHM Phase and Energy Exchange

The deterministic phase sequence shows velocity peaking at equilibrium, acceleration opposing displacement, and kinetic and spring potential energy exchanging over one cycle.

Four synchronized simple-harmonic-motion phase states showing displacement, velocity, acceleration, kinetic energy, and spring potential energy.

Interactive Simulation

Switch between free and driven response. Vary mass, stiffness, damping ratio, driving force, and driving frequency to compare transient decay, steady-state amplitude, resonance, and phase lag.

Free and Driven Harmonic Motion

Concept and model scope

Explore a linear mass-spring-damper as a free oscillator or a sinusoidally driven oscillator. The driven mode uses the same m, c, and k values for the animation and steady-state frequency response.

Model scope: Linear single-degree-of-freedom model: m x'' + c x' + kx = F0 sin(ωt). The frequency-response amplitude is the steady-state solution; the animated state also includes transients.

Mass m

Mass m

Mass m is an adjustable engineering parameter. The displayed result and geometry should update directly from this value.

Range: 0.5–5.0 kg. Step: 0.1 kg.

1.0 kg
Spring stiffness k

Spring stiffness k

Spring stiffness k is an adjustable engineering parameter. The displayed result and geometry should update directly from this value.

Range: 5–80 N/m. Step: 1 N/m.

20 N/m
Damping ratio ζ

Damping ratio ζ

Damping ratio ζ is an adjustable engineering parameter. The displayed result and geometry should update directly from this value.

Range: 0.00–2.00. Step: 0.02.

0.08
Initial displacement x0

Initial displacement x0

Initial displacement x0 is an adjustable engineering parameter. The displayed result and geometry should update directly from this value.

Range: 0.05–1.00 m. Step: 0.05 m.

0.45 m
mx¨+cx˙+kx=0m\ddot{x}+c\dot{x}+kx=0
Natural frequency
0.71 Hz
Damping state
Underdamped
Position
0.450 m
Velocity
0.000 m/s

Energy in SHM

Energy in SHM Concepts

In an ideal SHM system (no friction), the total mechanical energy (E=K+UE = K + U) is conserved. Energy continuously transforms between kinetic and potential forms.

  • Potential Energy (UU): Maximum at the extreme positions (±A\pm A), zero at equilibrium. U=12kx2U = \frac{1}{2}kx^2.
  • Kinetic Energy (KK): Maximum at equilibrium (vmax=Aωv_{max} = A\omega), zero at the extremes. K=12mv2K = \frac{1}{2}mv^2.
  • Total Energy (EE): Constant. E=12kA2E = \frac{1}{2}kA^2.

Damped and Driven Oscillations

Damped and Driven Oscillations Concepts

Real oscillators experience friction (damping), which removes energy and causes the amplitude to decay over time.

If an external periodic force is applied to the system, it is a driven oscillation. Every system has a natural frequency (ω0\omega_0). If the frequency of the driving force matches the natural frequency (ωdriven=ω0\omega_{driven} = \omega_0), the amplitude of the oscillation can grow tremendously. This phenomenon is called Resonance.

Dynamic Amplification in Engineering

Resonance can produce large dynamic response when periodic excitation is near a system's natural frequency, especially when damping is low. Not every famous vibration failure is a simple resonance case: the 1940 Tacoma Narrows Bridge collapse is more accurately associated with aeroelastic instability rather than a textbook forced-resonance model.

Damping Regimes and Resonance Response

The time histories distinguish damping regimes, while the frequency-response panel shows how damping changes the height and breadth of the resonance peak.

Comparison of underdamped, critically damped, and overdamped time responses and a steady-state resonance-amplitude curve.

Mechanical Waves

Mechanical Waves Concepts

While an oscillation is a local vibration, a wave is a disturbance that travels through a medium, transferring energy and momentum from point A to point B without transporting the matter of the medium itself.

Types of Waves

Types of Waves Concepts

  • Transverse Waves: The particles of the medium oscillate perpendicular to the direction of wave propagation. Examples: Waves on a string, light (electromagnetic waves).
    • Longitudinal Waves: The particles oscillate parallel to the direction of propagation (compressions and rarefactions). Examples: Sound waves in air or water, P-waves in earthquakes.

Wave Properties

Wave Properties Concepts

A periodic wave has a consistent shape that repeats in both space and time.

Wavelength (λ\lambda)

The spatial distance over which the wave shape repeats itself (e.g., crest to crest). The SI unit is meters (m).

Frequency (ff)

The number of complete wave cycles that pass a fixed point per unit time. The SI unit is Hertz (Hz), where 1 Hz=1 cycle/s1 \text{ Hz} = 1 \text{ cycle/s}.

Period (TT)

The time required for one complete cycle to pass a fixed point. Its SI unit is the second (s).

Period–Frequency Relationship

Relates period and frequency for periodic motion.

T=1fT = \frac{1}{f}

Variables

SymbolDescriptionUnit
TTPeriods
ffFrequencyHz

Wave Speed Equation

Calculates the speed at which the wave disturbance propagates through the medium.

v=fλ=λTv = f \lambda = \frac{\lambda}{T}

Variables

SymbolDescriptionUnit
vvWave speedm/s
ffFrequencyHz
λ\lambdaWavelengthm
TTPeriods

Wave Speed Determinants

For a specified wave mode in an ideal nondispersive medium, propagation speed is set by the medium's constitutive and inertial properties rather than by amplitude. For sound in an ideal gas of fixed composition, speed depends primarily on absolute temperature; real media can also be dispersive, so phase or group speed may vary with frequency.

The Mathematical Description of a Wave

The Mathematical Description of a Wave Concepts

A 1D harmonic wave traveling in the positive x-direction can be described by a wave function y(x,t)y(x,t), which gives the transverse displacement yy of a particle at position xx and time tt.

Wave Function

Describes the transverse displacement of a particle at position x and time t for a 1D harmonic wave.

y(x,t)=Asin⁡(kx−ωt)y(x,t) = A \sin(kx - \omega t)

Variables

SymbolDescriptionUnit
y(x,t)y(x,t)Transverse displacement at position x and time tm
AAAmplitudem
kkWave number (2\pi / \lambda)rad/m
xxPositionm
ω\omegaAngular frequency (2\pi f)rad/s
ttTimes
Traveling and Standing Waves

The upper trace identifies wavelength and travel direction; the lower trace identifies the stationary node and antinode pattern produced by counter-propagating waves.

Traveling sinusoidal wave with wavelength and propagation direction compared with a standing wave showing fixed nodes and antinodes.

Energy and Intensity of Waves

Energy and Intensity of Waves Concepts

Waves transport energy. The power (PP) transmitted by a harmonic wave on a string is proportional to the square of its amplitude and the square of its frequency.

For 3D waves (like sound or light), we describe the energy flow using Intensity (II), which is the power transmitted across a unit area perpendicular to the direction of propagation.

Wave Intensity

Calculates the energy flow per unit area for 3D waves like sound or light.

I=PAI = \frac{P}{A}

Variables

SymbolDescriptionUnit
IIIntensityW/m2W/m^2
PPPower transmitted by the waveW
AAArea perpendicular to the direction of wave propagationm2m^2

Energy and Intensity of Waves Concepts

For a point source emitting energy equally in all directions (spherical waves), the intensity decreases as the inverse square of the distance (rr) from the source: I∝1/r2I \propto 1/r^2.

Interference and Standing Waves

Interference and Standing Waves Concepts

When two or more waves travel through the same medium simultaneously, they obey the Principle of Superposition: The net displacement of the medium at any point is the algebraic sum of the individual wave displacements at that point.

  • Constructive Interference: Waves arrive "in phase" (crest meets crest), resulting in a larger combined amplitude.
  • Destructive Interference: Waves arrive "out of phase" (crest meets trough), resulting in a smaller or zero combined amplitude.

When two identical waves traveling in opposite directions interfere, they create a Standing Wave. The wave appears to vibrate in place rather than travel.

Nodes and Antinodes

  • Nodes: Points on a standing wave that never move (complete destructive interference).
  • Antinodes: Points that oscillate with maximum amplitude (constructive interference).

Interference and Standing Waves Concepts

Two coherent waves of the same frequency traveling in opposite directions can form a standing-wave pattern. In a bounded system such as a string fixed at both ends, the boundary conditions permit only discrete normal-mode frequencies; these resonant frequencies form the allowed harmonics.

Interference and Temporal Beats

The superposition panels distinguish phase-controlled interference from beats, whose envelope repeats at the actual temporal frequency difference |fA-fB|.

Constructive and destructive wave superposition compared with a temporal beat envelope produced by two nearby frequencies.

Interactive Simulation

Keep the propagation speed fixed while changing frequency to see wavelength respond through v=fλ. The time probe uses each wave's own angular frequency, so nearby frequencies generate a real temporal beat envelope at |fA-fB|.

Travelling-Wave Superposition and Beats

Concept and model scope

Both waves propagate through the same ideal medium. Each wave uses y=A sin(kx-ωt+φ), with ω=2πf and λ=v/f, so changing frequency changes wavelength while the selected propagation speed stays fixed.

Model scope: One-dimensional nondispersive medium with a shared propagation speed. The lower graph is a fixed-position time history, so the displayed beat frequency is an actual temporal modulation rate.

Wave speed v

Wave speed v

Wave speed v is an adjustable engineering parameter. The displayed result and geometry should update directly from this value.

Range: 1.0–12.0 m/s. Step: 0.5 m/s.

4.0 m/s
Amplitude A

Amplitude A

Amplitude A is an adjustable engineering parameter. The displayed result and geometry should update directly from this value.

Range: 0.2–1.5 m. Step: 0.1 m.

1.0 m
Frequency fA

Frequency fA

Frequency fA is an adjustable engineering parameter. The displayed result and geometry should update directly from this value.

Range: 0.5–4.0 Hz. Step: 0.1 Hz.

1.5 Hz
Amplitude B

Amplitude B

Amplitude B is an adjustable engineering parameter. The displayed result and geometry should update directly from this value.

Range: 0.2–1.5 m. Step: 0.1 m.

1.0 m
Frequency fB

Frequency fB

Frequency fB is an adjustable engineering parameter. The displayed result and geometry should update directly from this value.

Range: 0.5–4.0 Hz. Step: 0.1 Hz.

1.8 Hz
Phase φB

Phase φB

Phase φB is an adjustable engineering parameter. The displayed result and geometry should update directly from this value.

Range: 0–360 deg. Step: 5 deg.

0 deg
y=Asin⁡(kx−ωt+ϕ),ω=2πf,k=2π/λ,λ=v/fy=A\sin(kx-\omega t+\phi),\quad \omega=2\pi f,\quad k=2\pi/\lambda,\quad \lambda=v/f
λA
2.67 m
λB
2.22 m
Beat frequency
0.30 Hz
Beat period
3.33 s

The Simple and Physical Pendulum

Pendulum Mechanics

A Simple Pendulum consists of a point mass (mm) suspended by a massless, unstretchable string of length LL. For sufficiently small angular displacements, sin⁡θ≈θ\sin\theta\approx\theta (with θ\theta in radians), so the restoring torque is approximately proportional to angular displacement and the pendulum behaves as SHM. The approximation becomes progressively less accurate as amplitude increases.

A Physical Pendulum is any real, rigid object swinging from a pivot point. Its period depends on its Moment of Inertia (II) about the pivot and the distance (dd) from the pivot to its center of gravity.

Period of a Physical Pendulum

Calculates the time required for one complete swing of a rigid body pendulum.

T=2πImgdT = 2\pi \sqrt{\frac{I}{mgd}}

Variables

SymbolDescriptionUnit
TTPeriods
IIMoment of Inertia about pivotkg⋅m2kg \cdot m^2
mmMasskg
ddDistance from pivot to center of massm
Pendulum Geometry and Doppler Wavefronts

The pendulum panel identifies the small-angle restoring geometry; the Doppler panel shows shorter wavefront spacing ahead of a moving source and longer spacing behind it.

Small-angle pendulum geometry and moving-source wavefronts illustrating compressed and expanded spacing for the Doppler effect.

Sound Waves and the Doppler Effect

The Doppler Effect

Sound waves are longitudinal mechanical waves. When a source of sound and an observer are in relative motion, the observer perceives a frequency different from the one emitted by the source. This is the Doppler Effect.

If the source and observer are moving towards each other, the perceived frequency increases (higher pitch). If they are moving apart, the perceived frequency decreases.

The Doppler Effect Equation

Calculates the observed frequency of a wave due to relative motion.

f′=f(v±vov∓vs)f' = f \left( \frac{v \pm v_o}{v \mp v_s} \right)

Variables

SymbolDescriptionUnit
f′f'Observed frequencyHz
ffSource frequencyHz
vvSpeed of sound in the mediumm/s
vov_oSpeed of the observerm/s
vsv_sSpeed of the sourcem/s

Doppler Sign Convention

Choose the observer sign so motion toward the source increases the numerator, and choose the source sign so motion toward the observer decreases the denominator. A velocity diagram is safer than memorizing signs when both source and observer move.

Key Takeaways
  • Simple Harmonic Motion (SHM) occurs when a restoring force is proportional to displacement (F=−kxF = -kx). It is described by sinusoidal functions (x(t)=Acos⁡(ωt)x(t) = A\cos(\omega t)).
  • The angular frequency (ω\omega) of SHM depends on the system's mass and stiffness, not amplitude. Resonance occurs when a driving frequency matches this natural frequency.
  • Waves transfer energy through a medium. They are characterized by wavelength (λ\lambda), frequency (ff), and wave speed (v=fλv = f\lambda). For a given nondispersive wave mode, wave speed is set by the medium rather than by source amplitude.
  • Transverse waves oscillate perpendicular to propagation; Longitudinal waves oscillate parallel.
  • Interference (superposition) leads to phenomena like Standing Waves, characterized by nodes (zero amplitude) and antinodes (max amplitude).