Class 11 · Notes

Oscillations— Notes, Formulas & Revision

Complete revision notes and formulas for Oscillations (Class 11). Curated for JEE, NEET, AP Physics, SAT, and CUET. Tap any topic to open the live simulation and full PYQ set.

Simple Harmonic Motion

x(t) = A cos(ωt + φ) — the canonical oscillation.

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Simple Harmonic Motion (SHM): periodic motion where restoring force is proportional to displacement and opposite in direction. F = −kx.

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Equation of motion: m·d²x/dt² = −kx ⇒ d²x/dt² = −ω²·x with ω = √(k/m).

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General solution: x(t) = A·cos(ωt + φ). A = amplitude, ω = angular frequency, φ = initial phase.

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Period T = 2π/ω = 2π·√(m/k). Frequency f = 1/T.

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SHM is the simplest periodic motion — many oscillators (pendulum, spring, sound, LC circuit) reduce to SHM at small amplitudes.

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Two SHMs combine to give beats, interference, Lissajous figures.

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Phase angle φ: shifts the wave in time; ωt + φ = 0 at maximum displacement.

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Mathematical basis: any small oscillation around a stable equilibrium is SHM to leading order.

Equation of motion

Defining differential equation of SHM.

Position

Sinusoidal — A = amplitude, ω = angular frequency, φ = phase.

Angular frequency (spring-mass)

Determined by stiffness and mass.

Period and frequency

Period is independent of amplitude (linear SHM).

Period T does NOT depend on amplitude — that's the unique feature of SHM.

x, v, a in SHM are all sinusoids of the SAME ω.

If a force is restoring AND linear in displacement ⇒ motion is SHM.

Real systems are SHM only at small amplitudes. Large-amplitude pendulum, large-amplitude spring (Hookes' law violated) lose linearity.

Energy in SHM oscillates between KE and PE but total is constant.

Frequency depends on PHYSICAL parameters (k, m, g, L) — NOT on how hard you start it.

Displacement vs Time

Live x(t) graph with adjustable A, ω, φ.

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Displacement in SHM: x(t) = A·cos(ωt + φ) (or equivalently sin form).

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Maximum displacement is the AMPLITUDE A.

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Crosses zero (equilibrium) twice per cycle. Reaches +A and −A once each per cycle.

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Period T = 2π/ω; ωt + φ is the PHASE.

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Position depends on initial conditions: x₀ and v₀ at t = 0.

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If t = 0 is at extreme position: x(t) = A·cos(ωt).

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If t = 0 is at equilibrium moving outward: x(t) = A·sin(ωt).

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Both are valid SHM — phase shift relates them by π/2.

General displacement

Most general form; constants A and φ from initial conditions.

Alternative sine form

ψ = φ + π/2. Equivalent.

Amplitude from initial conditions

Determined by initial position and velocity.

Initial phase

Watch quadrant signs when computing.

x oscillates between +A and −A symmetrically about equilibrium.

Time-average of x over a full period is zero. RMS = A/√2.

Initial conditions (x₀, v₀) determine A and φ — period and ω are set by the SYSTEM.

Phase tells you WHERE in the cycle you are — most useful when comparing two oscillations.

Plot of x(t) is a sinusoid — characteristic 'wavy' line.

Common pitfall: confusing displacement (vector with sign) with distance traveled (always positive, increases monotonically).

Velocity vs Time

v = -Aω sin(ωt) — 90° lag from x.

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Velocity in SHM: v(t) = dx/dt = −Aω·sin(ωt + φ).

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Maximum velocity v_max = Aω, occurs at equilibrium (x = 0).

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Minimum velocity (= 0) at extremes (x = ±A).

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Energy view: KE = ½mv² maximum at center, zero at extremes.

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v vs x relation: v² = ω²(A² − x²) ⇒ v = ω·√(A² − x²).

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v leads x by π/2 in phase (v = Aω cos shifted by 90° from x = A sin).

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On v-x phase plot: ellipse with semi-axes A (x) and Aω (v).

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Used in calculating KE distribution and timing of SHM events.

Velocity (time form)

Derivative of x(t).

Maximum velocity

At equilibrium.

v in terms of x (energy form)

Independent of t; useful for many problems.

Phase relation

v reaches max while x crosses zero.

Velocity is MAX at equilibrium (where x = 0) and ZERO at extremes (x = ±A).

v² + ω²x² = ω²A² (constant) — phase-plot ellipse.

If you know v at any point, you can find x: v(x) = ω√(A²−x²).

v_max determines the maximum KE: K_max = ½m·v_max² = ½m·A²ω².

v changes most rapidly at the extremes (where a is maximum).

Common pitfall: thinking v_max occurs at extremes. NO — v_max occurs at equilibrium.

Acceleration vs Time

a = -ω² x — 180° out of phase.

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Acceleration in SHM: a(t) = dv/dt = −Aω²·cos(ωt + φ) = −ω²·x.

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Maximum |a| = Aω², at the extremes (x = ±A).

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ZERO at equilibrium (x = 0).

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Always points TOWARD the equilibrium position (restoring nature).

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a vs x: linear with negative slope (a = −ω²x). On an a-x graph: straight line through origin with slope −ω².

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a is in PHASE with −x: when x is at +A, a is at maximum negative value.

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Important relation: a + ω²x = 0 — the defining DE of SHM.

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Used in finding force, identifying SHM from given motion equations.

Acceleration

Second derivative of x.

Maximum acceleration

At x = ±A.

Force in SHM

Restoring force, with k = mω².

a-x relation

Straight line through origin on a-x graph; slope = −ω².

a is MAX at extremes (|x| = A) and ZERO at equilibrium.

a always points toward x = 0 — that's why oscillation continues.

a is 180° out of phase with x (same frequency, opposite sign).

Identifying SHM: check if a = −const × x. If yes, it's SHM with ω = √(const).

a leads v by π/2 (a = max when v = 0 at extremes; a = 0 when v = max at equilibrium).

Common pitfall: drawing a-x curve as nonlinear. It's straight: a = −ω²x.

Spring-Mass Oscillator

ω = √(k/m), animated zigzag spring.

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Spring-mass system: a mass m attached to a spring of constant k. Displacement from equilibrium produces a restoring force F = −kx.

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Equation of motion: m·d²x/dt² = −kx ⇒ SHM with ω = √(k/m).

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Period: T = 2π·√(m/k). Independent of amplitude.

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Heavier mass → larger T (slower). Stiffer spring → smaller T (faster).

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Total energy: E = ½kA². Oscillates between KE and PE.

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Horizontal spring: no gravity to consider; equilibrium at natural length.

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Vertical spring: gravity stretches it; new equilibrium x₀ = mg/k. SHM about x₀, with same ω = √(k/m).

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Damping (friction) reduces amplitude over time; ω stays approximately the same for light damping.

Equation of motion

F = ma applied to spring force.

Angular frequency

Independent of amplitude.

Period

Standard formula. Doubling m ⇒ T × √2.

Total energy

Stored when stretched fully.

T depends on m and k only — NOT on amplitude or gravity (for ideal Hookean spring).

Doubling m increases T by √2 (~1.41×). Doubling k decreases T by √2.

Vertical spring: gravity just shifts equilibrium; SHM about new equilibrium has same ω.

Springs in series: 1/k_eq = 1/k₁ + 1/k₂. T = 2π·√(m/k_eq) — larger T (softer).

Springs in parallel: k_eq = k₁ + k₂. Smaller T (stiffer).

Common pitfall: writing T in terms of √k (instead of 1/√k). T ∝ 1/√k.

Vertical Spring (gravity)

x_eq = mg/k offset; period unchanged.

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Vertical spring-mass: gravity adds an extra constant force, shifting the equilibrium position from natural length to L₀ + mg/k.

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About the NEW equilibrium, the system undergoes SHM with same ω = √(k/m) — gravity doesn't affect period.

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At new equilibrium: spring force kδ exactly balances mg. δ = mg/k = static extension.

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Total energy in vertical spring: includes gravitational PE in addition to spring PE.

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If we measure displacement y from the new equilibrium: F = −ky and energy = ½ky² (gravity absorbed into the equilibrium shift).

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Period unchanged by gravity (in the small-displacement, linear regime).

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Static stretch gives a quick way to measure k: k = mg/δ.

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Used in: weighing scales, vehicle suspensions, oscillators, accelerometers.

Static extension

Equilibrium stretch from natural length.

Period (vertical = horizontal)

Same as horizontal; gravity cancels out.

Angular frequency

Useful: measure δ to find ω.

Effective PE about new equilibrium

Gravity term absorbed into the equilibrium shift.

Gravity shifts equilibrium but doesn't change ω, T, or frequency.

Measuring static extension δ → directly gives k = mg/δ. Useful in labs.

Frequency f = (1/2π)√(g/δ) — connects pendulum-like formula to spring oscillation.

If displacement is measured from natural length: equation has both spring and gravity. Switch to new origin for SHM clarity.

Many real systems (car suspensions, watches) work this way: gravity sets equilibrium; vibrations are SHM about it.

Adding mass: increases T (heavier slower) and changes δ.

Energy in SHM (KE ↔ PE)

E = ½kA² constant — KE/PE swap.

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Energy in SHM oscillates between KE and PE but total stays constant.

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KE: ½mv² = ½m·ω²·(A² − x²). Maximum (½mω²A²) at x = 0, zero at x = ±A.

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PE: ½kx² = ½m·ω²·x². Maximum (½mω²A²) at x = ±A, zero at x = 0.

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Total: E = ½kA² = ½mω²A² — depends on amplitude squared.

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PE and KE oscillate at TWICE the SHM frequency (sin² and cos² have period T/2).

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Time-average of KE over a period = time-average of PE = ½ × Total energy.

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Doubling amplitude QUADRUPLES total energy.

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Energy conservation: ½kx² + ½mv² = ½kA² always.

Total energy

Constant. Proportional to A².

Kinetic energy

Max at x = 0, zero at x = ±A.

Potential energy

Max at extremes, zero at equilibrium.

Energy conservation

At every instant.

Time-averages over T

Each is half the total energy.

Total energy is independent of time — KE and U swap with period T/2.

Energy is QUADRATIC in amplitude (E ∝ A²). Doubling A ⇒ quadruple E.

KE = PE when x = A/√2.

On a graph: E is a horizontal line, KE is an inverted parabola peaking at center, U is an upright parabola.

Damped oscillation: E decreases exponentially as amplitude decays.

Adding mass to a spring-mass system doesn't change E if A is fixed — but it changes ω and T.

Period vs Mass

T ∝ √m — square-root curve.

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For spring-mass SHM: T = 2π·√(m/k). Period proportional to √m.

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Doubling mass increases T by √2 (~1.41×).

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T² vs m gives a straight line through origin — slope = 4π²/k. Lab method to measure k.

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For a SIMPLE PENDULUM: T does NOT depend on mass — period depends only on L and g.

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Why difference? Spring force scales with displacement (not mass), so heavier mass takes longer to accelerate. Pendulum gravity scales with mass (= weight), so mass cancels out.

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In rotational systems, 'mass' is replaced by moment of inertia I.

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Same principle: increasing inertia at constant restoring force/torque ⇒ slower oscillation.

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Useful for designing tuning forks, accelerometers, mechanical clocks.

Spring-mass period

Square-root dependence on mass.

Linearised form

Plot T² vs m — slope = 4π²/k.

Mass independence (pendulum)

Simple pendulum period doesn't depend on bob mass.

Spring-mass: T ∝ √m. Doubling mass changes T by √2.

Pendulum: T independent of m (gravity force scales with m, cancels acceleration).

Why the difference: in spring, F = −kx (independent of m). In gravity, F = mg (dependent on m). Newton's 2nd law: a = F/m. For pendulum, m cancels; for spring, it doesn't.

Slope of T² vs m graph gives k: very useful in introductory physics labs.

Real spring has its own mass m_s; effective m = m + m_s/3 (Rayleigh's correction).

Common pitfall: thinking pendulum period changes with mass. It doesn't (in ideal case).

Period vs Spring Constant

T ∝ 1/√k — stiffer spring → faster.

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For spring-mass SHM: T = 2π·√(m/k). Period INVERSELY proportional to √k.

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Stiffer spring (larger k) ⇒ smaller T (faster oscillation).

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Doubling k decreases T by √2 (~0.707×).

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T² vs 1/k is linear — slope = 4π²m.

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Springs in series: 1/k_eq = 1/k₁ + 1/k₂ ⇒ k_eq SMALLER ⇒ T LARGER (softer combination).

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Springs in parallel: k_eq = k₁ + k₂ ⇒ k_eq LARGER ⇒ T SMALLER (stiffer combination).

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k is a property of the spring's material and geometry — not amplitude or mass.

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Used in tuning forks, watches, accelerometers — selecting k tunes the natural frequency.

Period vs k

Inverse-square-root in k.

Springs in SERIES

Combined spring softer than either; period LARGER.

Springs in PARALLEL

Combined spring stiffer; period SMALLER.

Ratio at different k

Useful for comparison.

Stiffer spring (larger k) ⇒ FASTER oscillation (smaller T).

T ∝ 1/√k — inverse square root.

Series and parallel for springs are OPPOSITE of resistors: series softer (smaller k_eq), parallel stiffer.

Doubling k decreases T by factor √2.

Stiff materials like steel have very high k for their size — used in precision oscillators.

k depends on cross-sectional area, length, material's shear/Young's modulus.

Simple Pendulum

T = 2π√(L/g) — animated swing.

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Simple pendulum: a point mass m suspended from a massless string of length L, swinging under gravity.

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For small angles (θ < ~15°), sin θ ≈ θ ⇒ motion is approximately SHM.

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Equation of motion (small angle): θ̈ + (g/L)·θ = 0 ⇒ ω = √(g/L).

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Period T = 2π·√(L/g). Independent of mass m and amplitude (for small angles).

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T depends on L and g — does NOT depend on mass m of the bob.

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Long pendulums swing slowly; short ones swing fast.

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At higher altitudes or at the equator: g lower ⇒ T longer.

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Foucault pendulum: long pendulum demonstrates Earth's rotation as its swing plane appears to rotate.

Equation of motion (small angle)

Linear approximation valid for small θ.

Angular frequency

Independent of mass and amplitude (small).

Period

Doubling L ⇒ T × √2.

Large-amplitude correction (1st order)

Period grows with amplitude beyond ~15°.

T is INDEPENDENT of mass m and (to first order) of amplitude.

T depends only on L and g — used historically to measure g.

Pendulum at top of mountain runs SLOW (g smaller). Pendulum on Moon would have T ~ 2.45× Earth value (g ≈ 1.6 m/s²).

Pendulum clocks: precise T relies on uniform L and g.

Beyond ~15°, amplitude affects T noticeably (anharmonic correction).

Foucault pendulum: swing plane rotates due to Earth's rotation. Period of rotation ~ T_Foucault = 24 h / sin(latitude).

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Period of a simple pendulum is T = 2π√(L/g) — proportional to √L.

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Doubling length increases period by √2 (~1.41×).

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T² vs L is LINEAR with slope 4π²/g. Lab method to measure g.

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Length L is measured from pivot to center of mass of bob.

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For compound pendulum (extended body): T = 2π·√(I/Mgd), where I = moment of inertia about pivot, d = distance from pivot to COM.

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Pendulum clock: typical L ≈ 1 m for T = 2 s. Grandfather clocks tune by adjusting L slightly.

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Used in seismometers, accelerometers, time-standards before atomic clocks.

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Temperature effects: warm air expands the pendulum rod ⇒ longer L ⇒ slower clock.

Length-period relation

Linear in √L.

Inverted form for g measurement

Pendulum experiment classic.

Compound pendulum

I = moment of inertia about pivot; d = pivot-to-COM.

T ∝ √L — exponent ½, not 1.

T² vs L gives a straight line through origin — slope = 4π²/g.

L is measured from pivot to bob's CENTER OF MASS (not to the bottom of the bob).

Pendulum clocks tune by ADJUSTING L: slightly longer ⇒ slower; slightly shorter ⇒ faster.

Compound pendulum has different T because I includes contributions from extended body, not just point mass.

Common pitfall: forgetting the square root. 4× length = 2× period (not 4×).

Pendulum: Effect of Gravity

Compare on Earth, Moon, Mars, Jupiter.

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Period of a pendulum T = 2π√(L/g) — inversely proportional to √g.

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Smaller g (higher altitude, equator, Moon) ⇒ LONGER period.

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Higher g (poles, Earth's center) ⇒ SHORTER period.

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Pendulums historically used to measure g — extremely precise at ~10⁻⁵.

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Pendulum at top of mountain runs SLOW: g drops by ~0.3% at 10 km altitude.

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Pendulum at equator runs slightly slower than at poles due to Earth's rotation + oblateness.

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On the Moon (g ≈ 1.6 m/s²): T_moon ≈ 2.45 × T_earth.

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g measurement: g = 4π²L/T². Modern atom-interferometer measurements: g to 10⁻⁹ precision.

Period vs g

Inverse-square-root in g.

Measuring g

Classic pendulum experiment.

Variation with altitude h

g decreases linearly at small h.

Ratio at different g

Useful for comparison.

T ∝ 1/√g — same length pendulum is SLOWER where g is smaller.

On Moon: T_moon/T_earth = √(g_earth/g_moon) ≈ √(9.8/1.6) ≈ 2.47.

Pendulum clocks are calibrated for SPECIFIC g — moving them changes the rate.

Going up a tall building: g drops slightly ⇒ pendulum clock runs slow ⇒ behind by ~3 seconds/day at the top of a 1km tower.

Equator vs pole: g differs by ~0.5% ⇒ pendulum period differs by ~0.25%.

Atom interferometers now provide sub-ppm gravity measurements — based on matter waves.

Damped Oscillations

Exponential decay envelope.

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Damped oscillation: amplitude decreases over time due to friction or air drag.

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Equation of motion: m·ẍ + b·ẋ + kx = 0, where b is the damping constant.

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Three regimes: UNDERDAMPED (oscillates with decaying amplitude), CRITICALLY DAMPED (returns to equilibrium fastest, no oscillation), OVERDAMPED (returns slowly, no oscillation).

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Underdamped solution: x(t) = A₀·e^(−bt/2m)·cos(ω'·t + φ), where ω' = √(ω₀² − γ²), γ = b/2m, ω₀ = √(k/m).

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Amplitude decays exponentially: A(t) = A₀·e^(−bt/2m). Half-amplitude time: t₁/₂ = (2m·ln 2)/b.

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Quality factor Q = ω₀·m/b. High Q = light damping, oscillates many times. Low Q = heavy damping.

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Examples: pendulum in air, RLC circuit with R, shock absorbers (critically damped by design).

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Energy decays: E(t) ∝ e^(−bt/m) (twice as fast as amplitude).

Equation of motion

Damping term b·ẋ represents friction proportional to velocity.

Underdamped solution

γ = b/2m, ω' = √(ω₀² − γ²).

Quality factor

Number of oscillations before amplitude drops by factor 1/e^π ≈ 1/23.

Energy decay

Decays twice as fast as amplitude (E ∝ A²).

Underdamped: oscillates with decaying amplitude. Most common.

Critically damped: fastest return to equilibrium without overshoot. Used in vehicle suspensions.

Overdamped: slow exponential return. Used in door closers.

Damped frequency ω' is slightly LESS than ω₀ (natural frequency).

Q-factor: high Q = sharp resonance, lasts long; low Q = broad resonance, fades fast.

Energy decays as e^(−t/τ) with τ = m/b — the energy time constant.

Forced Oscillations

Amplitude vs driving frequency curve.

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Forced oscillation: a driving force F = F₀·cos(ω_d·t) drives a damped oscillator at frequency ω_d (different from natural ω₀).

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Steady-state response: x(t) = A_d·cos(ω_d·t − φ), where A_d depends on ω_d.

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Amplitude A_d depends on (i) driving force F₀, (ii) ω_d vs ω₀, (iii) damping b.

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Maximum amplitude occurs at RESONANCE ω_d ≈ ω₀ — sharp peak for small damping.

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Phase φ between drive and response: 0 at low ω_d, π/2 at resonance, π at high ω_d.

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Energy is continuously supplied by drive and dissipated by damping at steady state.

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Transient response (initial conditions) dies out exponentially — only steady-state remains.

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Examples: child on swing, AC circuit driven by source, building swaying in wind, tuning circuits.

Driving force

Sinusoidal at driving frequency ω_d.

Steady-state amplitude

Peaks near ω_d ≈ ω₀ when b small.

Phase lag

φ = 0 at ω_d ≪ ω₀; π/2 at resonance; π at ω_d ≫ ω₀.

Resonance frequency (damped)

For light damping, very close to natural frequency.

At RESONANCE: amplitude is maximum, can be much larger than F₀/k.

Far from resonance, response amplitude is small.

Phase lag: drive leads response by 0 (low ω), π/2 (resonance), π (high ω).

Low damping ⇒ sharp resonance, high amplitude. High damping ⇒ broad, low resonance.

Tacoma Narrows Bridge (1940 collapse): wind-induced oscillation at resonance frequency.

Resonance frequency in damped systems is slightly LESS than ω₀ — for very light damping, the difference is negligible.

Resonance (Mechanical)

Q-factor controls peak sharpness.

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Resonance: when driving frequency ω_d matches natural frequency ω₀, response amplitude is MAXIMUM.

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Slightly DOWNSHIFTED by damping: ω_res = √(ω₀² − 2γ²) ≈ ω₀ for light damping.

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Resonance amplitude A_res = F₀/(b·ω₀) — inversely proportional to damping.

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Examples: tuning a radio (LC resonance), pushing a swing in time with its motion, microwave heating water (molecular resonance ~ 2.45 GHz), MRI scans.

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Sharpness: Q-factor measures resonance sharpness; higher Q = sharper, larger amplitude at resonance.

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Phase: at resonance, response lags drive by exactly π/2.

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Resonance can be CONSTRUCTIVE (musical instruments, lasers) or DESTRUCTIVE (Tacoma Narrows, glass shattered by voice).

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Mathematical analog applies to electromagnetic systems (LCR circuits), atoms (absorption spectra), nuclei (Mössbauer effect).

Resonance frequency

Slightly less than natural for damped systems.

Amplitude at resonance

Larger for smaller damping.

Q-factor

Δω = full width at half maximum (FWHM) of resonance curve.

Bandwidth

Narrow for high-Q systems.

Resonance can amplify small forces to large amplitudes — dangerous in structures, useful in sensors.

High Q-factor: sharp resonance peak, large amplification at exactly ω₀.

Low Q: broad, low peak. Damping spreads the response over a wider frequency range.

Tuning forks, organ pipes, lasers, antennas — all rely on resonance for selectivity.

MRI uses resonance of hydrogen nuclei in strong magnetic field at specific RF frequency.

Buildings, bridges have natural frequencies — earthquake design avoids these matching seismic spectra.

Oscillations on sciphylab (also known as SciPhy, SciPhy Lab, SciPhy Labs). Free physics revision for Class 11, JEE Mains, JEE Advanced, NEET UG, AP Physics 1/2/C, SAT Subject Physics, and CUET-UG.