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ARTeMIS Extractor Pro:
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Time Domain Modal Analysis

At a Glance

  • Basic Method: Data driven Stochastic Subspace Identification.
    User choices: Implementation: Unweighted Principal components, Principal Components and Canonical Variate Analysis.
  • Model orders: from one mode to the size defined by the common SSI input matrix.
  • Stabilization criteria: Natural frequency deviation, damping ratio deviation, mode shape MAC deviation, initial modal amplitude MAC deviation, all limits user defined.
  • Physical mode separation: Damping ratio limits are user defined.
  • Select and link: Modes from the models chosen from each test setups are selected and linked using snap functions and editing facilities.
  • Uncertainty estimation: In case of several test setups, the empirical standard deviation is calculated for natural frequencies and damping ratios.
  • Comparison: Estimated model vs. FFT based auto and cross-spectra of measurements.
  • Spectra and correlation functions of prediction errors between estimated model and measurements.

The editor of one of the three Stochastic Subspace Identification techniques available in the ARTeMIS Extractor Pro.
 

Accurate identification

In the time domain approach the user can perform a very accurate modal identification using up to three different types of data driven Stochastic Subspace Identification (SSI) techniques. The techniques use all response data available estimating a full model in discrete time.

Flexible stabilization criteria

It is possible to specify a model order from one mode to the maximum number of modes determined by the size of the common SSI input matrix specified in the signal processing configuration. There is an option to specify model stabilization criteria based on deviations of damping ratio, natural frequency, mode shape and initial modal amplitude. The latter describes the quality of the statistical modeling.

Model validation

The user can validate the quality of each model by selecting the appropriate tabs in the window to inspect either magnitude or phase of the spectral fit or the fit on the correlation function. Validation plots are displayed to show the (synthesized) modal model curves compared with the curves directly obtained from processed measurements.

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Structural Vibration Solutions A/S • Niels Jernes Vej 10 • DK-9220 Aalborg East • Denmark • Tel: +45 9635 4422 • Fax: +45 9635 4575 • svibs@svibs.com