Vibrationdata Matlab Signal Analysis & Structural Dynamics Package


Please send me an Email if you are going to use this package.

Thank you,
Tom Irvine

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Here is a Matlab GUI multi-function signal analysis package:
Vibrationdata Signal Analysis Package

Alternate Link for Package    (Save link as)

The main script is: vibrationdata.m

The remaining scripts are supporting functions.

This is a work-in-progress. Some features are not yet installed but will be in a future revision. Please check back for updates.

The download and extraction process should be straightforward, but here are some slides for those who need instruction:  Vibrationdata_download.pptx

See also:  An Introduction to Shock & Vibration Response Spectra eBook

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Here are some webinar and slide presentations which demonstrate the use of the GUI package in exercises:

Webinar Index

Structural Dynamics Webinars

Fatigue Webinars

Seismic Test & Analysis Webinars

Circuit Board Shock & Vibration Analysis

Nastran Modal Transient & Response Spectrum Analysis for Base Excitation

Launch Vehicle Vibroacoustics

Vibroacoustics/Statistical Energy Analysis

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Currently installed features include:

autocorrelation & cross-correlation
Bessel, Butterworth & mean filters
Fourier transform, FFT, waterfall FFT, spectrogram
FFT for Machine Vibration ISO 10816
PSD, cross power spectral density & energy spectral density
PSD time history synthesis
SRS & SRS Tripartite
SRS time history synthesis
SDOF response to base input and applied force
cepstrum & auto-cepstrum
integration & differentiation
trend removal
rainflow cycle counting
fatigue damage spectrum
ISO Generic Vibration Criteria
modal frequency response functions including H1, H2 & coherence
half-power bandwidth method for damping estimation
generate sine, white noise and other time history waveforms
Helmholtz resonator
spring surge natural frequencies
Davenport-King wind spectrum
Dryden & von Karman gust spectra
Pierson-Moskowitz Ocean wave spectrum
rectangular plate analysis using both classical and finite element methods
spherical bearing stress
unit conversion

Future revisions will have additional functions.

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Please contact me if you have suggestions for added features or if you find bugs.

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See also: Python Signal Analysis Package

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Tom Irvine

Transforming Complex Mode Shapes into Real, Undamped Shapes

Modal test data processing methods perform curve-fitting on measured frequency response functions.  These are indirect methods for extracting natural frequencies and damping ratios.  The FRF methods also yield mode shapes which may be complex if the system has non-proportional damping.

Each complex mode shape can be multiplied by an independent complex scale factor to render it into an equivalent real, undamped form.  These transformed modes can then be compared to analytical modes from the generalized eigenvalue problem for the mass and stiffness matrices.

A method for doing this is the least-squares method given in:

Rajeev Hiremaglur, Real-Normalization of Experimental Complex Modal Vectors with Modal Vector Contamination  Download Link
Here is a Matlab code snippet for doing this for the case of a numerical simulation of a modal test with two-degrees-of-freedom.  The code should work for higher systems by making the appropriate substitutions.
The imaginary parts of the complex-valued modal coefficients are taken as the dependent variable and the real parts as the independent variable for the least squares calculation.
Note that a given mode’s imaginary coefficients may remain relatively high after the rotation process if the mode is a spurious computational one or if the coherence is poor at the corresponding frequency. 

% CM = complex modes in column format
% RM = real modes (approximately)
% The least squares curve-fit uses the form: y = mx + b
% A(1) is the slope term m

%  disp(‘ Complex Modes ‘);

CM = [ 0.389-0.389i , 0.427+0.427i ;
0.59-0.591i , -0.564-0.563i ]




for i=1:num





% Perform transformation via rotation


%  disp(‘ Approximate Real Modes ‘);


See also:  Peter Avitable article

– Tom Irvine

Material Damping


Internal friction and heat generation cause a deviation from perfect elasticity, resulting in the hysteresis loop in the stress-strain curve.

The damping capacity  ψ is:

ψ =  ΔW/W

where W is the initial strain energy and ΔW is the energy lost during one cycle of oscillation.

Some damping capacities of common materials are:


There is some tendency for damping capacity to increase with at higher stresses. Damping also depends on temperature, strain rate and other parameters.


Maringer, Damping Capacities of Materials

Luxfer, Magnesium Fixtures

See also:    Damping References

–  Tom Irvine

Shock & Vibration Test Fixture Design




The best vibration fixtures are simple, rigid, lightweight with the minimum number of features.  Shaker and power amplifier systems are limited in terms of voltage, current and force pounds.  Lighter fixtures are need to achieve higher acceleration levels.


Aluminum alloy is a good choice for small to medium fixtures because it is cheaper than other materials such as magnesium.  Aluminum 6061-T6 & 7075-T6 are suitable alloys.

Magnesium is a better choice than aluminum in terms of weight to stiffness ratio and can provide higher damping.

Magnesium Zirconium K1A alloy in cast form has excellent hysteresis damping.

Magnesium Alloy AZ31B-Tool Plate also has very good damping.  It is a free machining material with good weldability properties.

Fixtures should have high damping in order to limit their resonant response.

Higher Damping also provides a transmissibility ratio relatively closer to unity gain across the entire frequency spectrum.


Some fixtures require joints. Bolted joints have more damping than welded ones. But welded joints have more rigidity if they are continuous.

Welded joints can be used with caution. They may have material distortion and high residual stress from thermal expansion and contraction during the welding process. After welding and before machining, the fixture should be left overnight in an oven at 250 °C to reduce warping and residual stress.

Welded joints may also have porosity, inclusions and microcracks. Some amount of microcracking is inevitable but needs to be managed via inspection and fracture calculations.

The quality of the weld is paramount. The weld joints should be continuous and smooth, with two or even three passes if possible.


Welded Joint Concerns for Shock, Vibration & Fatigue

Bruel & Kjaer Fixture Guidelines

See also:  Material Damping

– Tom Irvine

Architectural Helmholtz Resonators


Tapiola Lutheran Church in Espoo, Finland, Opened in 1965

Helmholtz-type resonators are built into the walls of the church.  The slots between brick pairs and cavities behind them act as both absorbers and diffusors of sound.  The absorption reduces the reverberation time as desired for speech intelligibility during sermons.  Some reverberation is desirable, however, to enhance organ music.

A Helmholtz resonator is a volume of air which is enclosed in a container with at least one opening. It is also called a cavity resonator.  The air in the container’s neck acts as a mass. The air in the volume acts as a spring. The Helmholtz resonator thus behaves as a mechanical spring-mass system.

Bankstown-court-house-Decor-Trend-ceiling-by-Decor-SystemsCourtroom in Bankstown, NSW, Australia, with slotted panels for reverberation reduction.


Slotted block absorbers in a gymnasium.

BT240 5

The BT240 slotted modular bass trap panel provides excellent absorption down to 65 Hz.

– Tom Irvine

Material Shock Loading



The area under each stress-strain curve represents the maximum energy that can be absorbed and is a measure of toughness.

Ductile materials undergo observable plastic deformation and absorb significant energy before fracture.  Brittle fracture is characterized by very low plastic deformation and low energy absorption prior to breaking.

Toughness is the ability of a material to absorb energy and plastically deform without fracturing. One definition of material toughness is the amount of energy per unit volume that a material can absorb before rupturing. This measure of toughness is different from that used for fracture toughness, which describes load bearing capabilities of materials with flaws.

Toughness requires a balance of strength and ductility. A material should withstand both high stresses and high strains in order to be tough. Generally, strength indicates how much force the material can support, while toughness indicates how much energy a material can absorb before rupturing.

Toughness (or, deformation energy, UT) is measured in units of joule per cubic metre (J·m−3) in the SI system and inch-pound-force per cubic inch (in·lbf·in−3) in US customary units.



Stress Strain Test Data Reference

As an example, consider that a plate made from A286 Stainless Steel must withstand shock loading defined by the following acceleration shock response spectrum (SRS) and its corresponding pseudo velocity response spectrum.  Note that A286 is a ductile material with excellent toughness.



The conversion formula is:    PV SRS (f) = scale*[Accel SRS (f) / (2 π f) ]

For English units:  scale = 386 in/sec^2 / G

The natural frequency of the plate is unknown.  So assume the peak pseudo velocity of 250 in/sec, which is the plateau.

The strain-velocity relationship for a plate is:

ε ~ 2 * ( PV / c ) = 2 * PV *sqrt( ρ / E )

c = sqrt ( E / ρ )

PV = pseudo velocity
c = speed of sound in the material
E = elastic modulus
ρ = mass/volume

The speed of sound in steel, aluminum and titanium is ~ 200,000 in/sec

The resulting strain for the plate is:

ε ~ 2 * ( PV / c )  ~ 2*(250 in/sec)/(  2e+05 in/sec) ~ 0.0025

This strain is approximately within the elastic range for the A286 stainless steel stress-strain curve.

Some caution is needed in applying this method too far into the plastic range due to the complexities of nonlinear behavior.  Further research and material testing is needed.



This approach is a rough approximation given that the shock response spectra curves assumed a linear model.

The elastic modulus is considered to be constant during plastic deformation as modeled by the stain hardening effect.


The yield point for engineering materials in general is defined as defined as the amount of stress that will result in a plastic strain of 0.2%, as indicated in point 4 in the above figure.

The speed of sound in the material has a very small change due to both elastic and plastic deformation.   A number of papers have been written on the “acoustoelastic effect,” but they tend to theoretical.


Material Stress Limits

The following is an excerpt from Reference 1 with some minor editing.

A material can sometimes sustain an important dynamic load without damage, whereas the same load, statically, would lead to plastic deformation or to failure.  Many materials subjected to short duration loads have ultimate strengths higher than those observed when they are static.

Hopkinson noted that copper and steel wire can withstand stresses that are higher than their static elastic limit and are well beyond the static ultimate limit without separating proportionality between the stresses and the strains.  This is provided that the length of time during which the stress exceeds the yield stress is of the order of 1 millisecond or less.

From tests carried out on steel (annealed steel with a low percentage of carbon) it was noted that the initiation of plastic deformation requires a definite time when stresses greater than the yield stress are applied.  It was observed that this time can vary between 5 milliseconds (under a stress of approximately 352 MPa) and 6 seconds with approximately 255 MPa; with the static yield stress being equal to 214 MPa).  Other tests carried out on five other materials showed that this delay exists only for materials for which the curve of static stress deformation presents a definite yield stress, and the plastic deformation then occurs for the load period.

Annealed Steel Test Results



Static Yield Stress



6 sec for plastic deformation onset



5 msec for plastic deformation onset



Dynamic Strengthening of Materials

Reference 2 notes:

As far as steels and other metals are concerned, those with lower yield strength are usually more ductile than higher strength materials.  That is, high yield strength materials tend to be brittle.  Ductile (lower yield strength) materials are better able to withstand rapid dynamic loading than brittle (high yield strength) materials.  Interestingly, during repeated dynamic loadings low yield strength ductile materials tend to increase their yield strength, whereas high yield strength brittle materials tend to fracture and shatter under rapid loading.

Reference 2 includes the following table where the data was obtained for uniaxial testing using an impact method.


Static Strength

Dynamic Strength

Impact Speed

2024 Al (annealed)




Magnesium Alloy




Annealed Copper




302 Stainless Steel




SAE 4140 Steel




SAE 4130 Steel









  1. C. Lalanne, Sinusoidal Vibration (Mechanical Vibration and Shock), Taylor & Francis, New York, 1999.
  2.  R. Huston and H. Josephs, Practical Stress Analysis in Engineering Design, Dekker, CRC Press, 2008.  See Table 23.1.

Stress Strain Velocity Relationship Paper

Stress Velocity Relationship

– Tom Irvine

Golden Gate Bridge Singing


Golden_Gate_singing2Some San Francisco Bay Area residents from Marin County to the Presidio have noticed a sustained, series of high-pitched tones.  The sound reached a new peak volume, and recordings of the eerie noise spread across social media in early June,.

The sound is due to high northwest winds blowing through the slats of the Golden Gate bridge’s newly-installed sidewalk railing.   The new slats were thinner than the ones in the previous railing.   The purpose of the new design is to make the span more aerodynamically stable on gusty days.

The sound is most likely an Aeolian tone, a noise produced when wind blows over a sharp edge, resulting in tiny harmonic vortices in the air.

The modification of the Golden Gate Bridge railing is the most recent and most audible element of a multi-phase retrofit that has been underway since 1997. Following the magnitude 6.9 Loma Prieta Earthquake in 1989, The Golden Gate Bridge, Highway, & Transportation District began to prepare the iconic bridge for the wind and earthquake loads that it may encounter in the future.  The design maximum wind speed is 100 mph.

A sample sound file of the Bridge’s tones is taken from:

It was converted to mp3 format using an online utility.  Golden_Gate_singing.mp3

The mp3 file was then called into Matlab and processed using the Vibrationdata tools.

Spectral peaks occur at 354, 398, 439 & 481 Hz.  The spacing is nearly uniform with an average separation of 42.3 Hz.   The nearest musical notes are F, G, A & B, respectively.

The maximum individual peak occurs at 439 Hz. Higher frequency peaks occur at 880, 1051 & 1160 Hz.

Note that these frequencies should vary with wind speed per the Strouhal number.  The formation of the “vortex street” also depends on the Reynold’s number.



Vortex shedding behind a circular cylinder. In this animation, the flow on the two sides of the cylinder are shown in different colors, to show that the vortices from the two sides alternate. Courtesy, Cesareo de La Rosa Siqueira.


See also:  Golden Gate Bridge Wind Tunnel Testing

– Tom Irvine