Modal identification based on the time–frequency domain decomposition of unknown-input dynamic tests

[1]  S. R. Ibrahim,et al.  Modal Parameter Identification from Responses of General Unknown Random Inputs , 1995 .

[2]  Massimo Ruzzene,et al.  NATURAL FREQUENCIES AND DAMPINGS IDENTIFICATION USING WAVELET TRANSFORM: APPLICATION TO REAL DATA , 1997 .

[3]  J. C. Asmussen,et al.  Modal Analysis Based on the Random Decrement Technique: application to civil engineering structures , 1997 .

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

[5]  Nuno M. M. Maia,et al.  Theoretical and Experimental Modal Analysis , 1997 .

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

[7]  Bruno Torrésani,et al.  Practical Time-Frequency Analysis, Volume 9: Gabor and Wavelet Transforms, with an Implementation in S , 1998 .

[8]  Poul Henning Kirkegaard,et al.  Identification of Civil Engineering Structures using Vector ARMA Models , 1998 .

[9]  Palle Andersen,et al.  Modal Identification from Ambient Responses using Frequency Domain Decomposition , 2000 .

[10]  Carlos E. Ventura,et al.  Damping estimation by frequency domain decomposition , 2001 .

[11]  B. Peeters,et al.  Stochastic System Identification for Operational Modal Analysis: A Review , 2001 .

[12]  Jean-Claude Golinval,et al.  Application of ARMAV models to the identification and damage detection of mechanical and civil engineering structures , 2001 .

[13]  Joseph Lardies,et al.  Identification of modal parameters using the wavelet transform , 2002 .

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

[15]  Pierre Argoul,et al.  INSTANTANEOUS INDICATORS OF STRUCTURAL BEHAVIOUR BASED ON THE CONTINUOUS CAUCHY WAVELET ANALYSIS , 2003 .

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

[17]  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.

[18]  Alan Dodson,et al.  Measurements of dynamic properties of a medium span suspension bridge by using the wavelet transforms , 2006 .

[19]  Filipe Magalhães,et al.  Damping Estimation Using Free Decays and Ambient Vibration Tests , 2010 .

[20]  Filipe Magalhães,et al.  Ambient vibration re-testing and operational modal analysis of the Humber Bridge , 2010 .

[21]  Mahir Ülker-Kaustell,et al.  Application of the continuous wavelet transform on the free vibrations of a steel–concrete composite railway bridge , 2011 .

[22]  Joseph Lardies,et al.  Modal parameter identification of stay cables from output-only measurements , 2011 .

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