A Review on Operational Modal Analysis Researches : Classification of Methods and Applications
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[2] Robert B. Randall,et al. Cyclostationarity and the cepstrum for operational modal analysis of MIMO systems—Part II: Obtaining scaled mode shapes through finite element model updating , 2007 .
[3] C. Hoen,et al. Subspace Identification of Modal Coordinate Time Series , 2006 .
[4] Rune Brincker,et al. Load Estimation from Natural input Modal Analysis , 2005 .
[5] Rik Pintelon,et al. Uncertainty calculation in (operational) modal analysis , 2007 .
[6] E. Parloo,et al. Force identification by means of in-operation modal models , 2002 .
[7] P. Andersen,et al. Estimation of Modal Parameters and their Uncertainties , 1999 .
[8] Rune Brincker,et al. A Way of Getting Scaled Mode Shapes in Output Only Modal Testing , 2003 .
[9] Rune Brincker,et al. Improvement of Frequency Domain Output Only Modal Identification from the Application of the Random Decrement Technique , 2004 .
[10] Carlos E. Ventura,et al. Damping estimation by frequency domain decomposition , 2001 .
[11] Maurice Goursat,et al. Automated Modal Parameter Estimation for Operational Modal Analysis of Large Systems , 2007 .
[12] F. Shen,et al. USING THE CROSS-CORRELATION TECHNIQUE TO EXTRACT MODAL PARAMETERS ON RESPONSE-ONLY DATA , 2003 .
[13] Poul Henning Kirkegaard,et al. Theory of Covariance Equivalent ARMAV Models of Civil Engineering Structures , 1995 .
[14] K. Engelen. Load spectrum estimation from output-only measurements applied to a spray boom model , 2006 .
[15] Joseph Lardies,et al. Identification of modal parameters using the wavelet transform , 2002 .
[16] Lennart Ljung,et al. System Identification: Theory for the User , 1987 .
[17] Rune Brincker,et al. Modal Indicators for Operational Modal Identification , 2001 .
[18] Rune Brincker,et al. Vector Triggering Random Decrement Technique for Higher Identification Accuracy , 1996 .
[19] S. Chauhan,et al. Considerations in the Application of Spatial Domain Algorithms to Operational Modal Analysis , 2006 .
[20] Poul Henning Kirkegaard,et al. Identification of System Parameters by the Random Decrement Technique , 1991 .
[21] Tadeusz Uhl,et al. Identification of modal parameters for nonstationary mechanical systems , 2005 .
[22] Rune Brincker,et al. Application of Vector Triggering Random Decrement , 1996 .
[23] Bart De Moor,et al. Subspace Identification for Linear Systems: Theory ― Implementation ― Applications , 2011 .
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[25] S. R. Ibrahim. Random Decrement Technique for Modal Identification of Structures , 1977 .
[26] A. Benveniste,et al. Single sample modal identification of a nonstationary stochastic process , 1985, IEEE Transactions on Automatic Control.
[27] Chih-Chen Chang,et al. Covariance-driven asymptotic wavelet analysis for modal identification , 2004, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.
[28] Christof Devriendt,et al. The use of transmissibility measurements in output-only modal analysis , 2007 .
[29] P. Andersen,et al. Understanding Stochastic Subspace Identification , 2006 .
[30] Rune Brincker,et al. Scaling the Mode Shapes of a Building Model by Mass Changes , 2004 .
[31] Rune Brincker,et al. Application of the Random Decrement Technique in Operational Modal Analysis , 2005 .
[32] Filipe Magalhães,et al. Damping Estimation Using Free Decays and Ambient Vibration Tests , 2010 .
[33] Prasenjit Mohanty,et al. Modified SSTD method to account for harmonic excitations during operational modal analysis , 2004 .
[34] E. Parloo,et al. Sensitivity-based operational mode shape normalisation: Application to a bridge , 2005 .
[35] P. Kurowski. Modal-Model Applications for Large Energetic Machines , 2007 .
[36] Wei-Xin Ren,et al. EMD-based stochastic subspace identification of structures from operational vibration measurements , 2005 .
[37] J. Antoni. Blind separation of vibration components: Principles and demonstrations , 2005 .
[38] Joanna Iwaniec. Output-Only Technique for Parameter Identification of Nonlinear Systems Working under Operational Loads , 2007 .
[39] Daniel Rixen,et al. A modified Ibrahim time domain algorithm for operational modal analysis including harmonic excitation , 2004 .
[40] Poul Henning Kirkegaard,et al. Identification of Civil Engineering Structures using Vector ARMA Models , 1998 .
[41] Palle Andersen,et al. An Indicator for Separation of Structural and Harmonic Modes in Output-Only Modal Testing , 2000 .
[42] A. B. Dunwoody,et al. A Mathematical Basis for the Random Decrement Vibration Signature Analysis Technique , 1982 .
[43] E. Parloo,et al. Maximum likelihood identification of non-stationary operational data , 2003 .
[44] Poul Henning Kirkegaard,et al. On the Uncertainty of Identification of Civil Engineering Structures Using ARMA Models , 1995 .
[45] Rune Brincker,et al. Scaling Factor Estimation by the Mass Change Method , 2005 .
[46] E. Parloo,et al. SENSITIVITY-BASED OPERATIONAL MODE SHAPE NORMALISATION , 2002 .
[47] Rune Brincker,et al. Load Estimation by Frequency Domain Decomposition , 2007 .
[48] J. C. Asmussen,et al. A New Approach for Predicting the Variance of Random Decrement Functions , 1998 .
[49] Steen Krenk,et al. Estimation of Correlation Functions by the Random Decrement Technique , 1991 .
[50] Pelayo Fernández,et al. Scaling Factor Estimation Using an Optimized Mass Change Strategy, Part 1: Theory , 2007 .
[51] S. R. Ibrahim,et al. Random Decrement: Identification of Structures Subjected to Ambient Excitation , 1998 .
[52] Daniel Rixen,et al. Modified ERA method for operational modal analysis in the presence of harmonic excitations , 2006 .
[53] Luc Schueremans,et al. Stochastic Subspace Techniques applied to parameter identification of civil engineering structures , 1995 .
[54] Rune Brincker. ARMA Models in Modal Space , 1999 .
[55] Marcello Vanali,et al. Evaluation of performances and reliability of a wavelet based modal parameter estimation method applied on the modal identification of the Meazza stadium grandstands in Milan , 2007 .
[56] Carlos E. Ventura,et al. Structural assessment by modal analysis in Western Canada , 1997 .
[57] D. Hanson,et al. Cyclostationarity and the cepstrum for operational modal analysis of mimo systems-Part I Modal parameter identification , 2007 .
[58] S. R. Ibrahim,et al. Modal Parameter Identification from Responses of General Unknown Random Inputs , 1995 .
[59] Rune Brincker,et al. Using Enhanced Frequency Domain Decomposition as a Robust Technique to Harmonic Excitation in Operational Modal Analysis , 2006 .
[60] Bart De Moor,et al. Subspace algorithms for the stochastic identification problem, , 1993, Autom..
[61] Joseph C. S. Lai,et al. ARMAX modal parameter identification in the presence of unmeasured excitation—I: Theoretical background , 2007 .
[62] James Clary,et al. Stochastic theory of minimal realization , 1976, 1976 IEEE Conference on Decision and Control including the 15th Symposium on Adaptive Processes.
[63] Yukio Tamura,et al. DAMPING ESTIMATION OF ENGINEERING STRUCTURES WITH AMBIENT RESPONSE MEASUREMENTS , 2002 .
[64] A. Benveniste,et al. MERGING SENSOR DATA FROM MULTIPLE MEASUREMENT SET-UPS FOR NON-STATIONARY SUBSPACE-BASED MODAL ANALYSIS , 2002 .
[65] Prasenjit Mohanty,et al. Operational modal analysis in the presence of harmonic excitation , 2004 .
[66] Pelayo Fernández,et al. Scaling Factor Estimation Using Optimized Mass Change Strategy, Part 2: Experimental Results , 2007 .
[67] Hongxing Hua,et al. Modal parameter identification using response data only , 2005 .