Damped Oscillators
Every real oscillator eventually stops: friction, drag, and internal loss drain its energy, so free motion is a decay rather than a permanent swing. Adding a velocity-proportional resistance to the spring-mass equation produces one dimensionless number, , that decides whether the mass rings down through many cycles, returns once without overshoot, or crawls back slowly.
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Damping models and free solutions
A free oscillator evolves after its external drive has been removed. Its subsequent motion exposes the mechanisms that remove mechanical energy: viscous drag in a liquid, internal loss in a spring, friction in a pivot, electrical loss in a transducer, or radiation into an attached medium. A linear model is appropriate when the resisting force is proportional to velocity over the measured range:
The coefficient has SI units , equivalently . Its sign follows from the velocity. A mass moving toward positive experiences a negative damping force; a mass moving toward negative experiences a positive damping force. The force therefore performs negative work on every nonzero-velocity interval.
Newton's second law for a mass attached to a linear spring of stiffness gives
The sign convention matters. The restoring term and the damping term appear on the same left-hand side because their forces are and . A recorded displacement that grows in a nominally passive ring-down warns of a reversed coordinate in one channel, the source may still be connected, or the fitted model may omit an energy input.
Check the force signs at one instantaneous state. Take and ; then both and point toward negative . Reversing the velocity flips the damping arrow while leaving the spring arrow unchanged.
Two combinations of , , and organize the analysis:
is the angular frequency of the corresponding undamped oscillator. has units of inverse time and sets the exponential amplitude-decay rate. The damping ratio is dimensionless. Rewriting the differential equation with these parameters produces
The three parameters describe different features of the apparatus. The dimensionless comparison includes mass and stiffness as well as the damper. Increasing the mass changes the damping ratio of the same physical damper. A laboratory report is clearer when it states either with units or , then converts between the two sets explicitly.
The mechanical energy of the spring--mass system is
Differentiate and use the equation of motion:
The right side is nonpositive when . It vanishes only at a turning point, where velocity is momentarily zero, or when the system is at rest. The relation ties the observed decay to a power balance: for linear damping, energy loss is largest near the equilibrium crossing, where speed is largest, and smallest near an extreme displacement.
The linear viscous model applies over a limited operating range. Dry sliding friction can have approximately constant magnitude over part of a stroke. Aerodynamic drag at high Reynolds number often scales closer to . A spring can exhibit frequency-dependent internal loss, and a sensor can add electrical loading. Such effects alter the envelope, frequency, or both. Residuals and repeated measurements establish whether the linear model is adequate for the selected range.
Roots, regimes, and free solutions
Try a solution . Substitution gives the characteristic equation
The discriminant separates the free response into three regimes. Classify the response by , using a numerical damping ratio rather than an informal description.
- Underdamped response, . The roots are a complex-conjugate pair . The displacement oscillates while its envelope decays.
- Critical damping, . The characteristic equation has a repeated real root. Return to equilibrium is nonoscillatory and is fastest within this ideal linear family for a release with the same initial state.
- Overdamped response, . Two distinct negative real roots produce a sum of decaying exponentials. The slower root controls the late-time tail.
For , define the damped angular frequency
The displacement can then be written in either amplitude--phase form or in a form that exposes the initial values:
and
Here and . The symbol denotes initial velocity in this equation, whereas denotes undamped angular frequency. Keeping the symbols visually distinct avoids a common transcription error in ring-down fitting notebooks.
The observed period is
Weak damping changes the frequency only at second order in :
Consequently, an accurate frequency measurement alone has little sensitivity to a weak damper. The envelope or peak-to-peak logarithmic decrement constrains much more strongly.
At critical damping, the general solution has the form
At overdamping, use the two real rates
Both exponents are negative for positive , , and . The term with the smaller magnitude exponent survives at late times. Increasing beyond the critical value can lengthen this late tail, which explains why more damping can produce a slower settling trace.
Energy, quality factor, and phase space
The underdamped envelope is . Since the cycle-averaged mechanical energy is proportional to amplitude squared,
Many texts define the energy time constant
so that . The amplitude time constant is . A statement such as “the decay time is ” is incomplete unless it identifies whether the fitted quantity is amplitude, energy, or a voltage whose relationship to displacement has been established.
The quality factor gives a dimensionless measure of weak loss:
The relation applies to the linear free oscillator and connects a local parameter with a directly measurable decay rate. For , the fractional energy loss per cycle is approximately
The approximation assumes that energy changes little during one cycle. It should not be used near critical damping, where a cycle is no longer a recurring unit of motion.
The logarithmic decrement estimates damping from separated peaks. If and are same-sign extrema cycles apart,
For weak damping,
Using peaks several cycles apart suppresses relative reading error when individual peak heights are noisy. It also increases sensitivity to drift in the equilibrium position or damping coefficient. The separation should therefore be stated along with the peak indices and the fitting interval.
Phase-plane geometry and initial conditions
A displacement trace records only one of the two state variables. The pair gives a complete state for the linear free model: specifying both quantities at one instant fixes the subsequent trajectory. In the undamped limit, the state trajectory is a closed ellipse,
Its horizontal intercepts are turning points, where kinetic energy is zero. Its vertical intercepts occur at equilibrium crossings, where spring potential energy is zero. The direction around the curve identifies the sign of velocity. Rescaling vertical velocity as changes the ellipse of an ideal harmonic oscillator into a circle, so equal-energy contours have the same radial scale.
Damping turns the closed ellipse into an inward spiral. The state crosses the displacement axis once per turning point and returns closer to the origin after every cycle. The rate of radial contraction depends on energy loss, while the angular advance depends on . A phase portrait therefore separates frequency from decay in a compact way. A noisy record may look oscillatory in time while its phase portrait exposes a drifting baseline, saturation near a sensor limit, or different damping on the two sides of equilibrium.
Initial-condition formulas should be applied at the instant assigned as . A release from rest at displacement uses and . A launch through equilibrium with measured speed uses and . A data-acquisition trigger that fires several milliseconds after release requires a phase offset or a fitted time origin. Treating the trigger timestamp as the physical release point shifts the fitted phase and can bias the amplitude decay when the record begins near a steep slope.
A displacement sensor often reports voltage , not length. An affine calibration
requires both a scale factor and a baseline . Differentiate only after filtering or fitting the displacement record. Finite differences magnify sample-to-sample noise by a factor proportional to the inverse time step. A fitted sinusoid has an analytic derivative and retains the correlation between phase, frequency, and velocity. When a separate velocity probe is available, compare it with the derivative of the calibrated displacement trace over the same clock base.
A phase-plane plot also distinguishes linear damping from a constant-magnitude sliding force. Linear damping produces a smooth inward spiral whose local radial shrinkage is greatest near the velocity extrema. Coulomb friction produces nearly piecewise ellipses with a more abrupt reduction in amplitude at reversals. Compare axes with consistent units or normalize them by characteristic displacement and velocity scales. Quantitative estimates of still require an envelope or full-trace reduction.
Ring-down measurement and model discrimination
A ring-down experiment begins with a controlled initial state and ends before the signal approaches the sensor noise floor. A practical apparatus contains a spring--mass or pendulum system, a release mechanism, a displacement sensor, a clocked acquisition channel, and a calibration reference. The release should avoid an impulsive sideways force. A latch or electromagnet can hold the mass at a stated displacement; the triggering circuit records the release event and the sample-clock relationship. A pendulum can use a stop at a defined angle for the same purpose if its removal does not strike the bob.
Sampling frequency should exceed the damped oscillation frequency by enough margin to preserve phase and peak shape. A minimum of ten to twenty samples per cycle is often adequate for a clean sinusoid, whereas a differentiating or peak-timing analysis benefits from more. A sampling rate close to the signal frequency can alias the motion into a slower apparent oscillation. Anti-alias filtering must be considered with its phase delay; a filter whose response is not modeled can modify the early transient and imitate extra damping.
Record length is bounded at both ends. The initial segment can contain release transients, sensor clipping, or a short interval of continuing drive. The late segment can be dominated by baseline noise, quantization, and nonlinear sensitivity. Plot the raw trace, its local maxima and minima, and the residual after a preliminary fit. A single numerical fit statistic cannot diagnose clipping at early peaks or a slowly moving equilibrium baseline.
The full displacement model for an underdamped trace can include a baseline and a time origin:
The fitted parameters are correlated. Increasing lowers late peaks; raising compensates at early times. A small error in accumulates as phase mismatch across a long record. A nonlinear least-squares fit over all retained samples uses this covariance more efficiently than a single pair of peaks, provided the residual pattern is inspected. Peak-ratio estimates remain valuable as an independent diagnostic because they rely on a different data reduction.
Weighted fitting is appropriate when measurement variance changes across the record. For example, a position sensor with approximately constant voltage noise has approximately constant displacement variance after calibration, whereas a logarithm of peak height has increasing relative uncertainty as peaks approach the baseline. Report either the noise model used for weighting or the reason for an unweighted fit. Parameter uncertainties from a fitting routine should be enlarged when repeat runs disagree beyond their nominal statistical intervals.
Damping mechanisms and model discrimination
The velocity-proportional law is supported when the force--velocity relation is approximately a straight line through the origin over the motion range. A dashpot moving through oil can approach this behavior at low speed. The same form also represents many small-loss systems after linearization about a working point. The fitted then characterizes the stated operating range.
Dry contact produces a different idealization,
where the opposing force has approximately constant magnitude away from reversals. The velocity sign changes abruptly at a turning point. Energy lost per cycle is then closer to a fixed amount proportional to amplitude than to the quadratic-velocity loss of a viscous damper. The peak sequence tends to decrease by nearly equal amounts over a moderate range, whereas an exponential envelope gives a nearly constant ratio of successive same-sign peaks.
At sufficiently high speed, fluid drag can be closer to
The large-amplitude part of a ring-down then decays faster than a constant- model predicts. A fit performed only on early peaks can return a larger apparent damping rate than a fit performed only on late peaks. A single quoted is therefore meaningful only after the amplitude range and the damping model are identified.
A direct diagnostic compares the observed peak sequence with two simple reductions. Let denote the magnitude of the -th same-sign peak after baseline subtraction. For viscous damping, plot against peak time. A straight trend supports an exponential envelope. For sliding loss, plot itself against cycle number. A straight trend supports an approximately constant peak decrement. Neither graph proves a microscopic mechanism, but the pair makes the model assumption visible.
The two reductions should use the same extrema. Missing a peak, mixing positive and negative extrema with unequal offsets, or taking logarithms before subtracting the baseline produces a false curvature. When a sensor clips at the first one or two peaks, omit those samples from the accepted window and record the instrumental limit. A report should state the accepted and rejected intervals together with the reason for each exclusion.
Internal material loss introduces further possibilities. A metal spring can lose energy through microscopic strain cycles; a rubber element can have a loss tangent that depends on frequency and temperature; a pendulum pivot can combine rolling resistance with air drag. An attached coil can generate current through motional emf and dissipate energy in a load resistor. These mechanisms can be approximated locally by an effective , but the approximation should be tested when the amplitude spans a wide range or when the ambient conditions change.
Temperature sweeps can isolate environmental contributions to . An increase in oil viscosity, for example, can change without changing the spring stiffness substantially. A shift in alongside can indicate that the spring or support stiffness also changed. Repeat each condition with the same release amplitude, timing rule, and sensor range. Comparing arbitrary traces from different initial amplitudes mixes a nonlinear damping effect with an initial-energy effect.
An equilibrium offset can mimic asymmetric damping. Suppose a temperature change moves the sensor baseline upward while the oscillator decays. Positive peaks then appear larger relative to a fixed zero line, and negative peaks appear smaller. Fit a baseline model only if the data show one; a constant baseline is normally the first model. A linear baseline can be justified by a slow support drift, but it should improve residual structure and remain small relative to the ring-down amplitude. Higher-order baselines can absorb real decay behavior and should be avoided without an independent physical basis.
Critical damping and settling design
Critical damping separates oscillatory and nonoscillatory free motion. The required coefficient is
The result applies to a single coordinate with linear stiffness and linear damping. A vehicle suspension, door closer, balance mechanism, or positioning stage can have several masses, nonlinear springs, geometric constraints, and rate-dependent dampers. In those systems, is a local target for one mode and requires a separate multi-mode design analysis.
A release from rest above equilibrium gives different traces in the three regimes. An underdamped system crosses equilibrium and may overshoot repeatedly. A critically damped system approaches without a crossing. An overdamped system also avoids a crossing, yet its slow exponential can extend the settling time. The comparison depends on how settling is defined. A common engineering convention specifies that the magnitude of the deviation remains below a stated fraction of the initial displacement, such as or , for all later times.
A settling calculation begins with the actual initial state. For the critical solution,
the coefficient depends on both and . A mechanism released from rest and a mechanism struck by an impulse have different critical trajectories. Quoting a universal critical settling time such as “four time constants” can be reasonable as an initial estimate, but the final specification must evaluate the stated tolerance with the stated initial condition.
The dimensionless damping ratio is a design coordinate:
Values much smaller than one preserve oscillation for many cycles. Values near one reduce oscillation sharply. Values much greater than one can create slow return. The map applies to the dominant mode. A real multi-mode system may show a quick initial return followed by a small low-frequency tail from a flexible support. A single-coordinate fit to the early response can overlook that tail, especially if the sensor is mounted on the moving support rather than on an inertial reference.
A damper can add unwanted stiffness or friction. Hydraulic devices can have temperature-dependent viscosity. Friction seals can introduce a breakaway force near zero speed. An electronic feedback system can imitate a viscous damper, but sensor delay and sampling introduce phase lag. The effective damping may become negative at some frequency if the feedback phase is incorrect. Validate the closed-loop response through a small-amplitude ring-down, a controlled disturbance, and a frequency response around the intended operating point.
Ring-down reductions and validation
A spring--mass apparatus has and . A displacement sensor is calibrated in millimetres. After the release transient, the first accepted positive peak is . Eight cycles later, the accepted positive peak is . The measured time between those peaks is . Baseline drift over that interval is below , so a constant baseline is adequate for this reduction.
The measured damped period is
The peak ratio gives
Thus
The undamped angular frequency is obtained from the measured damped frequency and decay rate,
which agrees with the independently known value at the displayed precision. The damping ratio and quality factor are
The small damping ratio supports the use of the underdamped model. The approximation gives as a cross-check. The exact fractional cycle energy loss is ; the weak-loss approximation is nearby but visibly less accurate at this .
The calculation has several internal checks. The units of are , so has units of force. The inferred is much smaller than , consistent with the visible long sequence of oscillations. The independently measured and reproduce the inferred natural frequency. A mismatch among these checks would prompt inspection of the calibration, peak selection, time base, or assumption of linear stiffness before reporting a damping coefficient.
A full trace fit can refine the estimates. Use the peak reduction to initialize , then fit the calibrated samples in the accepted window. The fitted should agree with the peak-based value within the combined uncertainty. A meaningful disagreement has diagnostic value: it may indicate an amplitude-dependent loss law, an offset drift, a missed peak, or correlated noise from the sensor.
The stored mechanical energy at the first accepted peak is
Eight cycles later the peak energy is
The difference is energy transferred to the damper and other loss channels during the measured interval. Dividing that total difference by elapsed time gives an interval-average dissipated power, but the instantaneous power remains under the linear model and varies within every cycle.
Uncertainty, model validation, and reporting
A damping result requires a measurement model as well as a fitted number. The measurement model maps sensor output, timing, baseline, and peak-selection rules to the reported , , , or . Each element contributes a different uncertainty pattern. Random height noise broadens repeated peak estimates. A calibration-scale error changes every displacement amplitude together. A time-base error changes the measured period and decay rate. Baseline drift changes late peaks much more strongly than early peaks. A generic “instrument error” label gives no basis for choosing the improvement that would reduce the final uncertainty.
Independent peak-height standard uncertainties and give the following first-order propagation for a peak-ratio estimate:
The relative uncertainty of the smaller late peak often dominates. Increasing reduces the factor , but it also lowers the later amplitude and increases susceptibility to baseline drift. An optimum separation balances those effects. The choice should follow a trial analysis of several separations, for example , rather than a default value selected before viewing the signal.
A baseline uncertainty deserves explicit treatment. Let the raw positive peaks be and , and let the equilibrium reading be . The logarithmic decrement uses and . An error has a relative effect of approximately , so the late peak receives the larger fractional change. Record several samples with the oscillator at rest before and after each run. A changing rest value establishes a baseline drift that must be modeled or included as a systematic uncertainty.
Time uncertainty has two common sources: the sample clock and the determination of peak time. A stable digitizer clock can be accurate far beyond the mechanical precision of the apparatus. Peak timing can still be poor when there are only a few samples around a broad maximum or when a filter distorts the local waveform. Parabolic interpolation through a local three-point maximum can improve timing for a clean sampled sinusoid, but it should be compared against a global fit rather than accepted uncritically. A shared clock removes one relative timing error. An unknown analog filter delay still requires measurement or modeling.
A full-trace fit returns a covariance matrix for fitted parameters. Read its off-diagonal entries or correlation coefficients. A strong correlation between amplitude and decay rate signals limited independent constraint on the two parameters. Extending the record can help until the sensor noise floor dominates. Improving calibration may have little effect on a dimensionless estimated from ratios, whereas a longer stable record can reduce its statistical uncertainty substantially.
Use residual plots before quoting a covariance-derived interval. Residuals should be plotted against time, displacement, velocity estimate, and cycle number. Each view tests a different failure mode:
- Residual versus time exposes an omitted baseline drift or a second slowly decaying mode.
- Residual versus displacement exposes nonlinear stiffness, sensor saturation, and geometric misalignment.
- Residual versus velocity exposes drag laws that differ from the assumed linear relation.
- Residual versus cycle number exposes changes in the loss mechanism as amplitude falls or temperature changes during the run.
Residuals that alternate in sign near every peak can arise from a slightly wrong frequency. Residuals with the same sign at both positive and negative large displacements can arise from a cubic stiffness term. A late-time scatter increase can reflect a fixed sensor noise floor. These patterns matter even when the root-mean-square residual is small because a low average can conceal a structured deviation.
Residual structure tests the response model; it does not include calibration scale, clock error, or uncertainty in the independently measured mass and stiffness. Those contributions enter the fitted decay rate through separate measurement paths and therefore require a distinct uncertainty ledger.
Repeated releases provide a second uncertainty layer. Hold the apparatus at the same initial displacement, use the same release protocol, and acquire independent traces. The spread of independently fitted values measures short-term repeatability. Change one condition at a time for a reproducibility study: temperature, initial amplitude, sensor range, mounting stiffness, or external load. A systematic shift with amplitude is evidence about the damping model, whereas an unstructured run-to-run spread may point to release variability or ambient disturbance.
The uncertainty statement should distinguish a statistical interval from a systematic allowance. If the mean of repeated estimates has a standard error of , and an independently assessed baseline effect contributes , combine them according to the stated laboratory convention and show both components. An unexplained factor-of-two spread between early and late interval fits should be reported as model inadequacy. The result requires a revised loss model or an explicitly limited amplitude range.
A complete result includes the following information in prose, a table, or a captioned figure:
- apparatus geometry and the coordinate used for displacement;
- measured or independently calibrated , , sensor scale, and time base;
- release state, trigger convention, sample rate, and record duration;
- accepted fitting or peak window, baseline treatment, and excluded data;
- fitted , , , , , with units where applicable;
- uncertainty method, number of repeated runs, and dominant systematic terms;
- residual plots or a concise description of their observed structure;
- amplitude range over which the linear damping statement is supported.
The term “quality factor” names a ratio between stored energy and loss rate under a specified model. High describes slow fractional energy loss per cycle. A high- sensor supports narrow-band measurement and can lengthen settling time. The appropriate value follows from the required bandwidth, settling time, signal strength, and environmental stability.
Laboratory protocol and acceptance checks
The free-damping equation isolates one degree of freedom with a constant linear restoring force and a linear dissipative force. Several extensions alter that assumption:
and, for two coupled coordinates with mass, damping, and stiffness matrices , , acting on the coordinate vector ,
A cubic stiffness changes frequency with amplitude. Quadratic drag changes decay rate with speed. Coupled coordinates create several modal frequencies and decay rates. The evidence for these effects comes from the record: a changing period, curved log envelope, beat-like modulation, or residual frequencies that persist after a single-mode fit.
A driven oscillator introduces an external force and requires separate treatment of steady-state amplitude, phase, bandwidth, and power supplied by the source. Coupled oscillators require modal coordinates and energy exchange. Those analyses use the free ring-down parameters developed here, yet their physical questions differ. Keeping free decay separate prevents a resonance curve or beat pattern from being treated as evidence for a single free-mode damping coefficient.
A ring-down can still support later driven-response work. The measured sets the expected linewidth scale for weak damping, and the measured sets a starting frequency range. The driven system must then be checked independently because a source can add nonlinearities, a support can move, and a transducer can alter the effective stiffness or damping. Carry data from a freely decaying oscillator forward as input parameters with their uncertainties. Measure the driven response separately.
The same reasoning applies to electrical, acoustic, and optical resonators. An circuit exchanges electric and magnetic energy while resistance removes energy. A vibrating string loses energy through internal damping and radiation into air. A cavity stores electromagnetic energy and loses it through wall absorption or coupling ports. The coordinate and loss mechanism change, but the practice remains the same: state the stored-energy variable, specify the loss law, measure a time-resolved decay, inspect residuals, and report the range over which the model holds.
Laboratory protocol and independent checks
A defensible ring-down begins before the first release. Measure the moving mass that belongs to the selected coordinate. A spring--mass rig may include the carriage, sensor flag, added masses, and a fraction of the spring mass. A pendulum requires its moment of inertia about the pivot. A flexible support can add an effective mass or introduce a second coordinate. State the chosen model and how the corresponding inertial parameter was obtained.
Measure stiffness independently whenever the apparatus allows it. Apply a sequence of known static forces, allow the system to settle, and record the equilibrium displacement. The slope of the force--displacement relation estimates for a linear spring:
Use both positive and negative loads when the mount permits. A straight relation with the same slope on loading and unloading supports a linear, low-hysteresis spring over the tested range. A loop between loading and unloading points indicates material loss, friction, or a drifting reference. The dynamic ring-down can still be analyzed, but the static calibration documents a possible source of model error.
Sensor calibration requires more than matching an arbitrary screen scale. Move the sensor target through several known positions that span the ring-down range. Record the sensor output after it settles at each location. Fit the scale and offset, inspect residuals, and retain the calibration uncertainty. An optical sensor can change gain with target angle or surface reflectivity. A magnetic sensor can change response with gap. A potentiometer can have end-region nonlinearity. The calibration range should contain the largest accepted displacement but avoid the sensor's mechanical stop and electrical saturation.
Clock verification can use a traceable frequency source, a calibrated pulse train, or a comparison with a known oscillator over a long interval. The goal is an uncertainty statement appropriate to the decay measurement. If the period is about , a one-part-per-million clock error is negligible beside a millisecond-scale release or peak-location uncertainty. That conclusion follows from a quantitative comparison, not from the brand name of the recorder.
The release protocol should leave the oscillator with the intended and . During a static release, hold at the target displacement until lateral motion has stopped, trigger the recorder, and remove the restraint with a repeatable mechanism. A hand release often gives a small initial velocity and can vary between runs. That variation is acceptable when it is measured and incorporated in the full-trace fit; it is unsuitable when the procedure assumes without verification. A before-and-after video record or a high-rate sensor segment can document the release transient.
Run a pilot trace before collecting the final set. The pilot establishes the sensor range, expected period, baseline stability, and required record duration. Set the acquisition range so the largest accepted peak uses a substantial portion of the available resolution without clipping. Set the duration long enough to include many cycles but short enough that late samples remain interpretable. Preserve the raw pilot data; it identifies choices that would otherwise be invisible in a polished final graph.
For every final run, retain raw samples, calibration records, analysis settings, and a versioned reduction script or worksheet. A figure exported from an oscilloscope screen cannot reproduce a peak-selection rule or a baseline correction. Data provenance is part of the result because damping estimates can change when a later review corrects a calibration or notices a missed release transient.
Independent parameter checks make the model more reliable. The frequency measured from zero crossings can be compared with frequency measured from same-sign peaks and with the full-trace fit. The damping rate from a logarithmic decrement can be compared with the envelope from a global fit. The natural frequency inferred from and can be compared with . Agreement among reductions that use different features of the trace is stronger evidence than repeated agreement from one spreadsheet formula.
The final report benefits from a compact graphical record. Include one calibrated time trace with the accepted interval marked, one envelope or log-peak plot, and one residual plot. Each axis needs physical units. State whether an amplitude means peak displacement, RMS displacement over a cycle, or a fitted sinusoidal coefficient. The word “amplitude” otherwise carries an avoidable factor-of- ambiguity when results are compared with electrical or acoustic resonators.
A final numerical check compares the observed energy decrease with the integrated viscous-loss prediction. A fitted displacement trace gives
The energy difference
should agree within the stated measurement and model uncertainty. Evaluate the comparison over an interval that begins and ends at well-resolved states. If the integral systematically underestimates observed energy loss, the damping law is too weak, the stiffness or mass is miscalibrated, or an unmodeled loss channel is present. If it overestimates the loss, check the velocity estimate and time-base scaling before modifying the physical interpretation.
A ring-down result is complete when a reader can reconstruct the coordinate, the damping model, the data window, the parameter reduction, and the principal checks. That standard keeps the decay constant tied to a measured oscillator rather than to a generic shrinking curve.
Acceptance checks for a linear ring-down
A completed analysis should pass several numerical checks before the parameter values are reused elsewhere. The checks are short, but each tests a different part of the measurement chain.
- The fitted is positive, and the fitted envelope decreases throughout the accepted interval.
- The measured is real and the inferred agrees with the independent mass--stiffness estimate within uncertainty.
- The fitted baseline remains small compared with the early accepted amplitude and is compatible with rest readings before and after the record.
- Peak-ratio and full-trace estimates of agree to the stated precision.
- The residual scale is consistent with sensor noise, with no persistent second frequency, drift, clipping, or amplitude-dependent curvature.
- Repeated releases at the same nominal initial state produce a spread consistent with the stated repeatability and systematic allowances.
A failed check identifies the next measurement or model revision. A high-quality record with a curved log envelope can support a nonlinear damping study; report its range-dependent loss instead of a single misleading . A clean exponential record with a poor frequency check points toward mass, stiffness, clock, or unit handling. This separation between evidence and interpretation keeps ring-down measurements informative when the first model is an approximation.
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