Modal assurance distribution of multivariate signals for modal identification of time-varying dynamic systems

Abstract Most time–frequency representations (TFRs) and signal analysis methods used for the identification of dynamic systems through non-parametric techniques are based on univariate signals. However, combining the information obtained from different sensors to investigate the overall behavior of the monitored structure is not trivial, as different recordings may show different features. Moreover, methods based upon the analysis of the energy density distribution in the time–frequency plane generally suffer from problems related to crossing and closely-spaced modes. In this paper, a new time–frequency representation of multivariate and multicomponent signals based on the modal assurance criterion (MAC) is presented. The analysis of the modal assurance distribution (MAD) thus obtained enables the extraction of decoupled modal responses, which can then be used to evaluate the instantaneous modal parameters of time-varying systems. To this end, a decomposition algorithm based on modal assurance (DAMA) is proposed, employing the watershed segmentation of the MAD. The results for two case studies, a finite element model and a full-scale experimental benchmark, are shown, considering both the original MAD and two enhanced versions, here proposed to improve its readability. The results are compared with those obtained from modern and widely used techniques, showing the promising efficacy of the proposed method for signals with time-varying frequency and amplitude, even in the presence of narrow-band disturbances and white noise, as well as with vanishing modes.

[1]  S. Mallat A wavelet tour of signal processing , 1998 .

[2]  Luc Vincent,et al.  Watersheds in Digital Spaces: An Efficient Algorithm Based on Immersion Simulations , 1991, IEEE Trans. Pattern Anal. Mach. Intell..

[3]  Mostefa Mesbah,et al.  IF estimation for multicomponent signals using image processing techniques in the time-frequency domain , 2007, Signal Process..

[4]  Randall J. Allemang,et al.  THE MODAL ASSURANCE CRITERION–TWENTY YEARS OF USE AND ABUSE , 2003 .

[5]  D. P. Mandic,et al.  Multivariate empirical mode decomposition , 2010, Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences.

[6]  I. Daubechies,et al.  Synchrosqueezed wavelet transforms: An empirical mode decomposition-like tool , 2011 .

[7]  Hiroshi Furuya,et al.  Implementation algorithms for self-identification of adaptive structures with variable geometric properties , 2008 .

[8]  P. Paultre,et al.  Modal identification based on the time–frequency domain decomposition of unknown-input dynamic tests , 2013 .

[9]  Peter V. E. McClintock,et al.  Extraction of instantaneous frequencies from ridges in time-frequency representations of signals , 2013, Signal Process..

[10]  Wei Qiao,et al.  A Survey on Wind Turbine Condition Monitoring and Fault Diagnosis—Part II: Signals and Signal Processing Methods , 2015, IEEE Transactions on Industrial Electronics.

[11]  W. M. Liu,et al.  MORPHOLOGICAL FILTERING OF SPECTROGRAMS FOR AUTOMATIC SPEECH RECOGNITION , 2004 .

[12]  Edilson Delgado-Trejos,et al.  Diagonal time dependent state space models for modal decomposition of non-stationary signals , 2018, Signal Process..

[13]  Boualem Boashash,et al.  Theory of Quadratic TFDs , 2003 .

[14]  Spilios D. Fassois,et al.  Parametric time-domain methods for non-stationary random vibration modelling and analysis — A critical survey and comparison , 2006 .

[15]  Spilios D Fassois,et al.  Time-series methods for fault detection and identification in vibrating structures , 2007, Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences.

[16]  Weiqi Wang,et al.  Joint spectrogram segmentation and ridge-extraction method for separating multimodal guided waves in long bones , 2013 .

[17]  Truong Q. Nguyen,et al.  Wavelets and filter banks , 1996 .

[18]  Rik Pintelon,et al.  Uncertainty bounds on modal parameters obtained from stochastic subspace identification , 2008 .

[19]  Spilios D. Fassois,et al.  Adaptable Functional Series TARMA Models for Non-Stationary Signal Modelling , 2012 .

[20]  R. Uma Maheswari,et al.  Trends in non-stationary signal processing techniques applied to vibration analysis of wind turbine drive train – A contemporary survey , 2017 .

[21]  Rocco Ditommaso,et al.  Analysis of non-stationary structural systems by using a band-variable filter , 2012, Bulletin of Earthquake Engineering.

[22]  Filip C. Filippou,et al.  Simulation of the shaking table test of a seven‐story shear wall building , 2009 .

[23]  Sofia C. Olhede,et al.  Analysis of Modulated Multivariate Oscillations , 2011, IEEE Transactions on Signal Processing.

[24]  Jocelyn Chanussot,et al.  Unsupervised separation of seismic waves using the watershed algorithm on time-scale images , 2004 .

[25]  Ljubisa Stankovic,et al.  Time-frequency decomposition of multivariate multicomponent signals , 2018, Signal Process..

[26]  Rocco Ditommaso,et al.  Damage detection on framed structures: modal curvature evaluation using Stockwell Transform under seismic excitation , 2015, Earthquake Engineering and Engineering Vibration.

[27]  Joel P. Conte,et al.  System Identification Study of a 7-Story Full-Scale Building Slice Tested on the UCSD-NEES Shake Table , 2011 .

[28]  Hongping Zhu,et al.  Instantaneous frequency identification of time-varying structures by continuous wavelet transform , 2013 .

[29]  Mruthun R. Thirumalaisamy,et al.  Fast and Adaptive Empirical Mode Decomposition for Multidimensional, Multivariate Signals , 2018, IEEE Signal Processing Letters.

[30]  Valery Naranjo,et al.  Removing interference components in time-frequency representations using morphological operators , 2011, J. Vis. Commun. Image Represent..

[31]  Lalu Mansinha,et al.  Localization of the complex spectrum: the S transform , 1996, IEEE Trans. Signal Process..

[32]  Joel P. Conte,et al.  Damage identification study of a seven-story full-scale building slice tested on the UCSD-NEES shake table , 2010 .

[33]  Rocco Ditommaso,et al.  Monitoring the structural dynamic response of a masonry tower: comparing classical and time-frequency analyses , 2012, Bulletin of Earthquake Engineering.

[34]  Ljubisa Stankovic,et al.  Synchrosqueezing-based time-frequency analysis of multivariate data , 2015, Signal Process..

[35]  Matthew S. Allen,et al.  Output-only modal analysis of linear time-periodic systems with application to wind turbine simulation data , 2011 .

[36]  Paulo B. Lourenço,et al.  S2HM in Some European Countries , 2019, Seismic Structural Health Monitoring.

[37]  Spilios D. Fassois,et al.  Parametric identification of a time-varying structure based on vector vibration response measurements ☆ , 2009 .

[38]  Pierre Soille,et al.  Morphological Image Analysis , 1999 .

[39]  Luca Landi,et al.  Instantaneous modal identification under varying structural characteristics: A decentralized algorithm , 2020 .

[40]  Sylvain Meignen,et al.  Time-Frequency Reassignment and Synchrosqueezing: An Overview , 2013, IEEE Signal Processing Magazine.

[41]  H. Abdi,et al.  Principal component analysis , 2010 .

[42]  Danilo P. Mandic,et al.  Filter Bank Property of Multivariate Empirical Mode Decomposition , 2011, IEEE Transactions on Signal Processing.

[43]  Richard Kronland-Martinet,et al.  Asymptotic wavelet and Gabor analysis: Extraction of instantaneous frequencies , 1992, IEEE Trans. Inf. Theory.

[44]  Cajetan M. Akujuobi,et al.  An approach to vibration analysis using wavelets in an application of aircraft health monitoring , 2007 .

[45]  Rune Brincker,et al.  Using Enhanced Frequency Domain Decomposition as a Robust Technique to Harmonic Excitation in Operational Modal Analysis , 2006 .

[46]  Paulo B. Lourenço,et al.  The importance of structural monitoring as a diagnosis and control tool in the restoration process of heritage structures: A case study in Portugal , 2017 .

[47]  Norden E. Huang,et al.  Ensemble Empirical Mode Decomposition: a Noise-Assisted Data Analysis Method , 2009, Adv. Data Sci. Adapt. Anal..

[48]  Wei Fan,et al.  Vibration-based Damage Identification Methods: A Review and Comparative Study , 2011 .

[49]  R. Ditommaso,et al.  The Interpolation Evolution Method for damage localization in structures under seismic excitation , 2018, Earthquake Engineering & Structural Dynamics.

[50]  Nalan Özkurt,et al.  Determination of wavelet ridges of nonstationary signals by singular value decomposition , 2005, IEEE Transactions on Circuits and Systems II: Express Briefs.

[51]  Boualem Boashash,et al.  Chapter 3 - Theory of Quadratic TFDs , 2003 .

[52]  W. Staszewski IDENTIFICATION OF NON-LINEAR SYSTEMS USING MULTI-SCALE RIDGES AND SKELETONS OF THE WAVELET TRANSFORM , 1998 .

[53]  AbdiHervé,et al.  Principal Component Analysis , 2010, Essentials of Pattern Recognition.

[54]  Zhigang Wu,et al.  Time-varying modal parameters identification of a spacecraft with rotating flexible appendage by recursive algorithm , 2016 .

[55]  Xiao Zhao,et al.  The connected-component labeling problem: A review of state-of-the-art algorithms , 2017, Pattern Recognit..