Second-Order Systems and Resonance

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second-order-systems resonance damping

Core Idea

Second-order systems H(s) = ω_n²/(s² + 2ζω_n·s + ω_n²) exhibit resonance when underdamped (ζ < 1). Resonant frequency and peak magnitude depend on damping ratio ζ. Time-domain responses range from oscillatory (low ζ) to overdamped (high ζ). Understanding resonance is critical for vibration control and filter design.

Explainer

You already know how to read a transfer function's poles and zeros and compute the frequency response. Second-order systems put those tools to work on a family of transfer functions that appears everywhere in engineering: H(s) = ω_n²/(s² + 2ζω_n·s + ω_n²). This form has exactly two poles, and their location in the s-plane is entirely determined by two parameters — the natural frequency ω_n (in rad/s) and the damping ratio ζ (dimensionless). Learning to read these parameters at a glance is the core skill here.

The natural frequency ω_n is the frequency at which the system would oscillate forever if there were no energy loss — like a frictionless pendulum. The damping ratio ζ describes how quickly energy is removed. When ζ = 0, oscillations never die. When ζ = 1 (critical damping), the system returns to rest as fast as possible without oscillating. When ζ > 1 (overdamped), it returns sluggishly with no oscillation at all. The interesting and practical regime is underdamped: 0 < ζ < 1, where the system oscillates while the amplitude decays exponentially. Most real springs, electrical LC circuits, and mechanical suspensions live in this regime.

Resonance occurs in underdamped systems when an input frequency matches the system's natural frequency. At resonance, the frequency response magnitude peaks — sometimes dramatically so. The peak frequency is ω_r = ω_n√(1 − 2ζ²), which is close to ω_n for small ζ. The peak magnitude scales as 1/(2ζ√(1−ζ²)), so as ζ → 0, the peak becomes arbitrarily large. This explains why a child pumping a swing at exactly the right rhythm builds up large oscillations, and why the Tacoma Narrows Bridge famously collapsed — the driving frequency matched the bridge's natural frequency with insufficient damping.

Connecting back to your frequency response knowledge: the poles of H(s) are at s = −ζω_n ± jω_n√(1−ζ²). These complex poles sit in the left half-plane (stable system) but close to the imaginary axis when ζ is small. The closer they are to the imaginary axis, the sharper and taller the resonance peak. In filter design, a high-Q (low-damping) second-order system creates a sharp bandpass or notch; in mechanical design, low damping is usually dangerous and engineers add dashpots or viscoelastic materials to move the poles away from the axis. The pole locations give you both the transient behavior (decay rate, oscillation frequency) and the frequency response (where and how sharply the system resonates) — two descriptions of the same underlying physics.

Practice Questions 5 questions

Prerequisite Chain

Counting to 10Counting to 20Understanding ZeroThe Number ZeroCounting to FiveOne-to-One CorrespondenceCombining Small Groups Within 5Addition Within 10Addition Within 20Two-Digit Addition Without RegroupingTwo-Digit Addition with RegroupingAddition Within 100Repeated Addition as MultiplicationMultiplication 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 100Two-Digit by One-Digit DivisionDivision with RemaindersRemainders and Quotients in DivisionDivision Word ProblemsIntroduction to Long DivisionFactors and MultiplesPrime and Composite NumbersEquivalent FractionsRelating Fractions and DecimalsDecimal Place ValueReading and Writing DecimalsComparing and Ordering DecimalsAdding and Subtracting DecimalsMultiplying DecimalsDividing DecimalsDividing FractionsMixed Number ArithmeticOrder of OperationsInteger Order of OperationsVariable ExpressionsCombining Like TermsOne-Step EquationsTwo-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 IntroductionTrigonometric 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 DefinitionFundamental Theorem of Calculus Part 1Fundamental Theorem of Calculus Part 2U-SubstitutionIntegration by PartsSeparable Differential EquationsIntegrating Factor Method for First-Order Linear ODEsFirst-Order Linear Ordinary Differential EquationsSecond-Order Linear Homogeneous Differential EquationsCharacteristic Equation Method for Linear ODEsComplex Roots and Oscillatory SolutionsSpring-Mass Systems and Mechanical VibrationsResonance and Damping in Forced VibrationsRLC Circuit Applications of Differential EquationsIntroduction to Differential EquationsLaplace Transform: Fundamentals and PropertiesLaplace Transform Properties and Inverse TransformTransfer Function, Poles, and ZerosFrequency Response: Magnitude and PhaseSecond-Order Systems and Resonance

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