An Enhanced Power Spectral Density Transmissibility (EPSDT) approach for operational modal analysis: Theoretical and experimental investigation
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Wang-Ji Yan | Wei-Xin Ren | W. Ren | W. Yan
[1] Wei-Xin Ren,et al. Dynamic analysis of a half-through concrete-filled steel tubular arch bridge , 2005 .
[2] Sebastian Thöns,et al. Vibration-based structural health monitoring of a wind turbine system Part II: Environmental/operational effects on dynamic properties , 2015 .
[3] W. Ren,et al. Output-only modal parameter identification of civil engineering structures , 2004 .
[4] J. C. Koop. On an Identity for the Variance of a Ratio of Two Random Variables , 1964 .
[5] Joseph Lardies,et al. Modal parameter identification of stay cables from output-only measurements , 2011 .
[6] Guido De Roeck,et al. REFERENCE-BASED STOCHASTIC SUBSPACE IDENTIFICATION FOR OUTPUT-ONLY MODAL ANALYSIS , 1999 .
[7] Christof Devriendt,et al. Operational modal analysis in the presence of harmonic excitations by the use of transmissibility measurements , 2009 .
[8] Tim De Troyer,et al. Transmissibilty-Based Operational Modal Analysis for Flight Flutter Testing Using Exogenous Inputs , 2012 .
[9] Álvaro Cunha,et al. Structural health monitoring of a stress-ribbon footbridge , 2013 .
[10] Christof Devriendt,et al. An operational modal analysis approach based on parametrically identified multivariable transmissibilities , 2010 .
[11] Wout Weijtjens,et al. Combining multiple single-reference transmissibility functions in a unique matrix formulation for operational modal analysis , 2013 .
[12] Shirley J. Dyke,et al. AN EXPERIMENTAL BENCHMARK PROBLEM IN STRUCTURAL HEALTH MONITORING , 2001 .
[13] José Elias Laier,et al. Operational modal analysis using SVD of power spectral density transmissibility matrices , 2014 .
[14] Wout Weijtjens,et al. Dealing with periodical loads and harmonics in operational modal analysis using time-varying transmissibility functions , 2014 .
[15] Wang-Ji Yan,et al. Operational Modal Parameter Identification from Power Spectrum Density Transmissibility , 2012, Comput. Aided Civ. Infrastructure Eng..
[16] P. Guillaume,et al. Modal parameter estimation by combining stochastic and deterministic frequency-domain approaches , 2013 .
[17] James L. Beck,et al. Bayesian Analysis of the Phase II IASC–ASCE Structural Health Monitoring Experimental Benchmark Data , 2004 .
[18] Guido De Roeck,et al. Reference-based combined deterministic–stochastic subspace identification for experimental and operational modal analysis , 2006 .
[19] Dmitri Tcherniak,et al. Applicability Limits of Operational Modal Analysis to Operational Wind Turbines , 2011 .
[20] Patrick Guillaume,et al. Operational modal parameter estimation of MIMO systems using transmissibility functions , 2014, Autom..
[21] D. Giraldo,et al. Modal Identification through Ambient Vibration: Comparative Study , 2009 .
[22] Christof Devriendt,et al. Identification of modal parameters from transmissibility measurements , 2008 .
[23] B. Peeters,et al. Reference based stochastic subspace identification in civil engineering , 1999 .
[24] Christof Devriendt,et al. From operating deflection shapes towards mode shapes using transmissibility measurements , 2010 .
[25] Filipe Magalhães,et al. Ambient vibration re-testing and operational modal analysis of the Humber Bridge , 2010 .
[26] Christof Devriendt,et al. The use of transmissibility measurements in output-only modal analysis , 2007 .
[27] Siu-Kui Au,et al. Fast Bayesian modal identification of structures using known single‐input forced vibration data , 2014 .
[28] B. Peeters,et al. Stochastic System Identification for Operational Modal Analysis: A Review , 2001 .
[29] P. Guillaume,et al. The PolyMAX Frequency-Domain Method: A New Standard for Modal Parameter Estimation? , 2004 .
[30] Joseph Lardies,et al. Identification of modal parameters using the wavelet transform , 2002 .
[31] Filipe Magalhães,et al. Online automatic identification of the modal parameters of a long span arch bridge , 2009 .
[32] Tong Zhao,et al. Experimental and Analytical Modal Analysis of Steel Arch Bridge , 2004 .
[33] Wang-Ji Yan,et al. Use of Continuous-Wavelet Transmissibility for Structural Operational Modal Analysis , 2013 .
[34] James M. W. Brownjohn,et al. Ambient vibration studies for system identification of tall buildings , 2003 .
[35] P. Guillaume,et al. Application of a Fast-Stabilizing Frequency Domain Parameter Estimation Method , 2001 .
[36] Rune Brincker,et al. Modal identification of output-only systems using frequency domain decomposition , 2001 .
[37] Michael D. Todd,et al. A model for quantifying uncertainty in the estimation of noise-contaminated measurements of transmissibility , 2012 .
[38] Raimundo Delgado,et al. Dynamic Tests on Large Cable-Stayed Bridge , 2001 .