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Driven Harmonic Oscillator

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Characteristic Equation Method for Linear ODEsDamped Harmonic Oscillator+6 more→→Phase 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 Zero → The Number Zero → Counting to Five → Counting to 10 → Counting to 20 → Counting a Set of Objects Up to 20 → Cardinality: The Last Number Counted → Matching Numerals to Quantities → Subitizing Small Quantities → Addition Within 10 → Number Bonds to 10 → Addition Within 20 → Doubles and Near Doubles → Doubles Facts Within 10 → Near Doubles Facts Within 20 → Mental Math Strategies for Addition → Mental Math: Adding and Subtracting Tens → Addition Within 100 → Repeated Addition as Multiplication → Multiplication as Equal Groups → Multiplication: Arrays → Basic Multiplication Facts (0s, 1s, 2s, 5s, 10s) → Multiplication Facts Within 100 → Division as Equal Sharing → Division as Grouping (Measurement Division) → Division: Grouping (Repeated Subtraction) Model → Division: Fair Sharing Model → Division as Equal Sharing → Division as Grouping → Basic Division Facts → Division Facts Within 100 → Multiplication and Division Fact Families → Relationship Between Multiplication and Division → Division Facts as Inverse of Multiplication → Remainders and Quotients in Division → Division Word Problems → Multi-Step Word Problems → Solving Multi-Step Word Problems → Multiplication Word Problems → Division Word Problems → Introduction to Long Division → Factors and Multiples → Prime and Composite Numbers → Equivalent Fractions → Relating Fractions and Decimals → Decimal Place Value → Integers and the Number Line → Comparing and Ordering Integers → Absolute Value → Adding Integers → Subtracting Integers → Multiplying Integers → Dividing Integers → Unit Rates → Proportions → Percent Concept → Converting Between Fractions, Decimals, and Percents → Operations with Rational Numbers → Two-Step Equations → Solving Multi-Step Equations → Equations with Variables on Both Sides → Angle Pairs: Complementary, Supplementary, and Vertical → Parallel Lines and Transversals → Corresponding Angles → Alternate Interior Angles → Triangle Angle Sum Theorem → Exterior Angle Theorem → Triangle Inequality Theorem → Similar Triangles: AA Similarity → Similar Triangles: SSS and SAS Similarity → Proportions in Similar Triangles → Right Triangle Trigonometry Introduction → Sine, Cosine, and Tangent Ratios → Trigonometric Ratios Review → Radian Measure → Converting Between Degrees and Radians → The Unit Circle → Graphing Sine and Cosine → Graphing Tangent and Reciprocal Trigonometric Functions → Derivatives of Trigonometric Functions → Antiderivatives → Indefinite Integrals → Basic Integration Rules → Riemann Sums → Definite Integral Definition → Double Integrals: Definition and Setup → Iterated Integrals and Fubini's Theorem → Double Integrals over Rectangular Regions → Double Integrals over General Regions → Applications of Double Integrals: Area, Mass, and Moments → Center of Mass → Conservation of Linear Momentum → Elastic Collisions → Inelastic Collisions → Coefficient of Restitution → Collision Analysis and Real-World Applications → Two-Body Collisions in the Center-of-Mass Frame → Reduced Mass and Two-Body Problems → Kinematics in Two Dimensions → Projectile Motion → Circular Motion: Kinematics → Rotational Kinematics → Torque → Moment of Inertia → Rotational Kinetic Energy → The Work-Energy Theorem → Work by Non-Conservative Forces → Mechanical Energy and Non-Conservative Forces → Non-Conservative Forces and Energy Dissipation → Energy Dissipation and Irreversible Processes → Driven Harmonic Oscillator

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