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Driven Harmonic Oscillator

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Characteristic Equation Method for Linear ODEsDamped Harmonic Oscillator+6 morePhase and Amplitude in Forced OscillationsResonance and Resonance Frequency
oscillations driven forcing steady-state

Core Idea

When a periodic external force F(t) = F₀ cos(ωt) drives a damped oscillator, the system reaches a steady-state oscillation at the driving frequency ω. The amplitude and phase depend strongly on ω and damping: near the natural frequency (resonance), the amplitude is large. Far from resonance, the oscillator is either in phase (below resonance) or 180° out of phase (above resonance) with the drive.

Explainer

You've already studied the damped harmonic oscillator — a mass on a spring with a friction-like damping term that bleeds energy away until the system comes to rest. You've also worked through second-order linear ODEs and the characteristic equation method. The driven harmonic oscillator puts a new forcing term on the right-hand side: mx'' + bx' + kx = F₀ cos(ωt). From your ODE work, you know that the general solution to this non-homogeneous equation is the sum of a complementary solution (solving the homogeneous part) and a particular solution (any function satisfying the full equation). The damping from the previous topic is exactly why this decomposition matters physically, not just mathematically.

The complementary solution is the damped transient you already know — it decays exponentially with time. Given long enough, it disappears. What remains is the steady-state response: the particular solution, which oscillates at the *driving* frequency ω, not the natural frequency ω₀ = √(k/m). This is a key conceptual point: after transients die out, the system forgets its natural frequency and just follows the driver. To find the particular solution, guess x_p = A cos(ωt) + B sin(ωt) (equivalently, a complex exponential if you're using complex number methods), substitute, and match coefficients. The result gives you the steady-state amplitude and phase as functions of ω.

The amplitude of the steady-state response, as a function of driving frequency ω, tells the most important story. Far below ω₀ (driving slowly), the spring dominates and the oscillator follows the force closely — the amplitude approaches F₀/k (the static displacement). Far above ω₀ (driving fast), the inertia dominates, the oscillator can't keep up, and the amplitude falls toward zero. Near ω₀, something interesting happens: the system's energy builds up because the driving force is nearly in sync with the natural oscillation. This is resonance. With lighter damping, the resonance peak is taller and narrower; with heavy damping, the peak broadens and flattens. In the limit of zero damping, the amplitude at ω = ω₀ diverges — it would grow without bound.

The phase shift between force and displacement is equally important and often underemphasized. Below resonance, the displacement is approximately in phase with the force — push right, it goes right. At resonance, the displacement lags the force by exactly 90°: when the force is maximum, the velocity is maximum but the displacement is zero. Above resonance, the displacement is approximately 180° out of phase — push right, it goes left. This phase behavior has real engineering consequences. When you want maximum energy transfer into a system (tuning a radio, driving a resonant circuit, shaking a building), you want to drive at the natural frequency. When you want to isolate a system from vibrations (car suspension, building seismic dampers), you want your driving frequencies far from the natural frequency, so the amplitude response stays small.

The driven harmonic oscillator is the prototype for an enormous range of physical phenomena: AC circuits (with RLC standing in for the mechanical parts), optical absorption, NMR spectroscopy, structural engineering under periodic loads. Every instance involves the same interplay of a natural frequency, a driving frequency, a damping coefficient, and the resulting steady-state amplitude and phase. Mastering this system gives you a physical intuition that transfers across all of these domains.

Practice Questions 5 questions

Prerequisite Chain

Understanding ZeroThe Number ZeroCounting to FiveCounting to 10Counting to 20Counting a Set of Objects Up to 20Cardinality: The Last Number CountedMatching Numerals to QuantitiesSubitizing Small QuantitiesAddition Within 10Number Bonds to 10Addition Within 20Doubles and Near DoublesDoubles Facts Within 10Near Doubles Facts Within 20Mental Math Strategies for AdditionMental Math: Adding and Subtracting TensAddition Within 100Repeated Addition as MultiplicationMultiplication as Equal GroupsMultiplication: ArraysBasic Multiplication Facts (0s, 1s, 2s, 5s, 10s)Multiplication Facts Within 100Division as Equal SharingDivision as Grouping (Measurement Division)Division: Grouping (Repeated Subtraction) ModelDivision: Fair Sharing ModelDivision as Equal SharingDivision as GroupingBasic Division FactsDivision Facts Within 100Multiplication and Division Fact FamiliesRelationship Between Multiplication and DivisionDivision Facts as Inverse of MultiplicationRemainders and Quotients in DivisionDivision Word ProblemsMulti-Step Word ProblemsSolving Multi-Step Word ProblemsMultiplication Word ProblemsDivision Word ProblemsIntroduction to Long DivisionFactors and MultiplesPrime and Composite NumbersEquivalent FractionsRelating Fractions and DecimalsDecimal Place ValueIntegers and the Number LineComparing and Ordering IntegersAbsolute ValueAdding IntegersSubtracting IntegersMultiplying IntegersDividing IntegersUnit RatesProportionsPercent ConceptConverting Between Fractions, Decimals, and PercentsOperations with Rational NumbersTwo-Step EquationsSolving Multi-Step EquationsEquations with Variables on Both SidesAngle Pairs: Complementary, Supplementary, and VerticalParallel Lines and TransversalsCorresponding AnglesAlternate Interior AnglesTriangle Angle Sum TheoremExterior Angle TheoremTriangle Inequality TheoremSimilar Triangles: AA SimilaritySimilar Triangles: SSS and SAS SimilarityProportions in Similar TrianglesRight Triangle Trigonometry IntroductionSine, Cosine, and Tangent RatiosTrigonometric Ratios ReviewRadian MeasureConverting Between Degrees and RadiansThe Unit CircleGraphing Sine and CosineGraphing Tangent and Reciprocal Trigonometric FunctionsDerivatives of Trigonometric FunctionsAntiderivativesIndefinite IntegralsBasic Integration RulesRiemann SumsDefinite Integral DefinitionDouble Integrals: Definition and SetupIterated Integrals and Fubini's TheoremDouble Integrals over Rectangular RegionsDouble Integrals over General RegionsApplications of Double Integrals: Area, Mass, and MomentsCenter of MassConservation of Linear MomentumElastic CollisionsInelastic CollisionsCoefficient of RestitutionCollision Analysis and Real-World ApplicationsTwo-Body Collisions in the Center-of-Mass FrameReduced Mass and Two-Body ProblemsKinematics in Two DimensionsProjectile MotionCircular Motion: KinematicsRotational KinematicsTorqueMoment of InertiaRotational Kinetic EnergyThe Work-Energy TheoremWork by Non-Conservative ForcesMechanical Energy and Non-Conservative ForcesNon-Conservative Forces and Energy DissipationEnergy Dissipation and Irreversible ProcessesDriven Harmonic Oscillator

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