Selection of optimal wavelet-based damage-sensitive feature for seismic damage diagnosis

Abstract In this research work, a more efficient wavelet-based refined damage sensitive feature (refined DSF1) is proposed for nonlinear damage diagnosis using acceleration responses extracted from steel moment resisting frames (MRFs), which are analyzed by incremental dynamic analysis (IDA) under various ground motion record sets (140 records in total). Auto-regressive moving-average with exogenous input (ARX) method and a stabilization diagram are employed to estimate the true modal parameters from noisy modes of each MRF using power spectral density. 64 real-valued and 103 complex-valued mother wavelets considering end-effects on the wavelet coefficients are examined and the best mother wavelet-based refined DSF1 is proposed. For this purpose, Shannon entropies and coefficient of determination (R2) are used for optimal selection of central frequency (fc) and bandwidth (fb) parameters of complex Morlet (cmorfb-fc) wavelet-based refined DSF1. Comparison of the results demonstrates that the cmorfb-fc wavelet-based refined DSF1 considering both real and imaginary parts of wavelet coefficients is well correlated with the maximum story drift ratio (SDR) and has more efficiency than the Morlet wavelet-based refined DSF1, introduced in the technical literature, especially for the high-rise structures.

[1]  L. H. Yam,et al.  Vibration-based construction and extraction of structural damage feature index , 2004 .

[2]  Satish Nagarajaiah,et al.  Output only modal identification and structural damage detection using time frequency & wavelet techniques , 2009 .

[3]  Mohammad Valikhani,et al.  Application of an optimal wavelet transformation for rail-fastening system identification in different preloads , 2016 .

[4]  Patrick Paultre,et al.  Modal identification based on continuous wavelet transform and ambient excitation tests , 2012 .

[5]  Ruqiang Yan,et al.  Wavelets: Theory and Applications for Manufacturing , 2010 .

[6]  Yatong Zhou,et al.  Empirical Low-Rank Approximation for Seismic Noise Attenuation , 2017, IEEE Transactions on Geoscience and Remote Sensing.

[7]  Ahsan Kareem,et al.  ON THE PRESENCE OF END EFFECTS AND THEIR MELIORATION IN WAVELET-BASED ANALYSIS , 2002 .

[8]  Anil K. Chopra,et al.  Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .

[9]  J. Morlet,et al.  Wave propagation and sampling theory—Part I: Complex signal and scattering in multilayered media , 1982 .

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

[11]  W. Staszewski IDENTIFICATION OF DAMPING IN MDOF SYSTEMS USING TIME-SCALE DECOMPOSITION , 1997 .

[12]  Dimitrios G. Lignos,et al.  Nonmodel-based framework for rapid seismic risk and loss assessment of instrumented steel buildings , 2018 .

[13]  Thomas M. Cover,et al.  Elements of Information Theory , 2005 .

[14]  Andre Filiatrault,et al.  Simplified Seismic Sidesway Collapse Capacity-Based Evaluation and Design of Frame Buildings with Linear Viscous Dampers , 2014 .

[15]  Dimitrios G. Lignos,et al.  Use of Wavelet-Based Damage-Sensitive Features for Structural Damage Diagnosis Using Strong Motion Data , 2011 .

[16]  S. B. Beheshti-Aval,et al.  Mode shape‐based damage identification for a reinforced concrete beam using wavelet coefficient differences and multiresolution analysis , 2018 .

[17]  Curt B. Haselton,et al.  Seismic Collapse Safety of Reinforced Concrete Buildings. I: Assessment of Ductile Moment Frames , 2011 .

[18]  K. Law,et al.  Time series-based damage detection and localization algorithm with application to the ASCE benchmark structure , 2006 .

[19]  Wei Liu,et al.  Seismic Time–Frequency Analysis via Empirical Wavelet Transform , 2016, IEEE Geoscience and Remote Sensing Letters.

[20]  Zhikun Hou,et al.  Wavelet‐Based Structural Health Monitoring of Earthquake Excited Structures , 2006, Comput. Aided Civ. Infrastructure Eng..

[22]  Guochao Qian,et al.  Diagnostic of transformer winding deformation fault types using continuous wavelet transform of pulse response , 2019 .

[23]  Richard S. Pappa,et al.  Consistent-Mode Indicator for the Eigensystem Realization Algorithm , 1993 .

[24]  S. Mallat VI – Wavelet zoom , 1999 .

[25]  Shamim N. Pakzad,et al.  Modified Natural Excitation Technique for Stochastic Modal Identification , 2013 .

[26]  Sergey Fomel,et al.  Data‐driven time–frequency analysis of seismic data using non‐stationary Prony method , 2018 .

[27]  J. Slavič,et al.  Damping identification using a continuous wavelet transform: application to real data , 2003 .

[28]  Sandris Ručevskis,et al.  Experimental structural damage localization in beam structure using spatial continuous wavelet transform and mode shape curvature methods , 2017 .

[29]  Shamim N. Pakzad,et al.  Framework for Comparison Study of Stochastic Modal Identification Considering Accuracy and Efficiency , 2011 .

[30]  N. Harish Chandra,et al.  Wavelet transform based estimation of modal parameters of rotors during operation , 2018, Measurement.

[31]  Helmut Krawinkler,et al.  Evaluation of Drift Demands for the Seismic Performance Assessment of Frames , 2005 .

[32]  Sven Thelandersson,et al.  Vibration-based structural damage identification using wavelet transform , 2008 .

[33]  Min Bai,et al.  Least-squares decomposition with time–space constraint for denoising microseismic data , 2019, Geophysical Journal International.

[34]  Shamim N. Pakzad,et al.  Statistical Analysis of Vibration Modes of a Suspension Bridge Using Spatially Dense Wireless Sensor Network , 2009 .

[35]  Helmut Krawinkler,et al.  Deterioration Modeling of Steel Components in Support of Collapse Prediction of Steel Moment Frames under Earthquake Loading , 2011 .

[36]  Masayoshi Nakashima,et al.  Seismic Damage Detection of a Full-Scale Shaking Table Test Structure , 2011 .

[37]  Ahsan Kareem,et al.  Wavelet Transforms for System Identification in Civil Engineering , 2003 .

[38]  Diego A. Aguirre,et al.  Wavelet-Based Damage Detection in Reinforced Concrete Structures Subjected to Seismic Excitations , 2013 .

[39]  L. A. Montejo,et al.  WAVELET-BASED IDENTIFICATION OF SITE FREQUENCIES FROM EARTHQUAKE RECORDS , 2006 .

[40]  Yangkang Chen,et al.  Time-Frequency Analysis of Seismic Data Using Synchrosqueezing Wavelet Transform , 2014 .

[41]  Carlos Andrés,et al.  A computational framework for structural health monitoring of reinforced concrete structures , 2015 .

[42]  Poul Henning Kirkegaard,et al.  Operational modal analysis and wavelet transformation for damage identification in wind turbine blades , 2016 .

[43]  R. Medina,et al.  A practical method for proper modeling of structural damping in inelastic plane structural systems , 2010 .

[44]  A. Miyamoto,et al.  Wavelet transform-based modal parameter identification considering uncertainty , 2006 .

[45]  Yangkang Chen,et al.  Non-stationary least-squares complex decomposition for microseismic noise attenuation , 2018 .

[46]  Baoping Tang,et al.  Operational modal parameter identification based on PCA-CWT , 2019, Measurement.

[47]  Curt B. Haselton,et al.  Seismic Collapse Safety and Behavior of Modern Reinforced Concrete Moment Frame Buildings , 2007 .

[48]  Wei Liu,et al.  Applications of variational mode decomposition in seismic time-frequency analysis , 2016 .

[49]  Dimitrios Vamvatsikos,et al.  Applied Incremental Dynamic Analysis , 2004 .

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

[51]  Yangkang Chen,et al.  Random noise attenuation by f-x empirical mode decomposition predictive filtering , 2014 .

[52]  Hui Song,et al.  Automatic noise attenuation based on clustering and empirical wavelet transform , 2018, Journal of Applied Geophysics.

[53]  Ayaho Miyamoto,et al.  A Comparative Study of Modal Parameter Identification Based on Wavelet and Hilbert–Huang Transforms , 2006, Comput. Aided Civ. Infrastructure Eng..

[54]  Dimitrios Vamvatsikos,et al.  Incremental dynamic analysis , 2002 .

[55]  Wang-Ji Yan,et al.  Use of Continuous-Wavelet Transmissibility for Structural Operational Modal Analysis , 2013 .

[56]  Michael C. Constantinou,et al.  Probabilistic collapse resistance and residual drift assessment of buildings with fluidic self‐centering systems , 2016 .

[57]  Dimitrios G. Lignos,et al.  Assessment of structural damage detection methods for steel structures using full-scale experimental data and nonlinear analysis , 2018, Bulletin of Earthquake Engineering.

[58]  Wei Liu,et al.  A Novel Approach for Seismic Time-Frequency Analysis Based on High-Order Synchrosqueezing Transform , 2018, IEEE Geoscience and Remote Sensing Letters.

[59]  T. Le,et al.  Continuous wavelet transform for modal identification using free decay response , 2004 .

[60]  Lennart Ljung,et al.  System Identification: Theory for the User , 1987 .