A New Maximum Likelihood Estimator Formulated in Pole-Residue Modal Model

Recently, a lot of efforts have been devoted to developing more precise Modal Parameter Estimation (MPE) techniques. This is explained by the necessity in civil, mechanical and aerospace engineering of obtaining accurate estimates for the modal parameters of the tested structures, as well as of determining reliable confidence intervals for these estimates. The Non-linear Least Squares (NLS) identification techniques based on Maximum Likelihood (ML) have been increasingly used in modal analysis to improve precision of estimates provided by the Least Squares (LS) based estimators when they are not accurate enough. Apart from providing more accurate estimates, the main advantage of the ML estimators, with regard to their LS counterparts, is that they allow for taking into account not only the measured Frequency Response Functions (FRFs) but also the noise information during the parametric identification process and, therefore, provide the modal parameters estimates together with their uncertainties bounds. In this paper, a new derivation of a Maximum Likelihood Estimator formulated in Pole-residue Modal Model (MLE-PMM) is presented. The proposed formulation is meant to be used in combination with the Least Squares Frequency Domain (LSCF) to improve the precision of the modal parameter estimates and compute their confidence intervals. Aiming at demonstrating the efficiency of the proposed approach, it is applied to two simulated examples in the final part of the paper.

[1]  Etienne Balmès,et al.  Frequency Domain Identification of Structural Dynamics Using the Pole / Residue Parametrization , 1997 .

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

[3]  S. Liberty,et al.  Linear Systems , 2010, Scientific Parallel Computing.

[4]  Patrick Guillaume,et al.  Advanced Frequency-Domain Modal Analysis for Dealing with Measurement Noise and Parameter Uncertainty , 2012 .

[5]  P. Guillaume,et al.  Fast variance calculation of polyreference least-squares frequency-domain estimates , 2009 .

[6]  Bart Peeters,et al.  A Frequency-Domain Maximum Likelihood Implementation using the modal model formulation , 2012 .

[7]  Filipe Magalhães,et al.  Automated modal tracking in a football stadium suspension roof for detection of structural changes , 2017 .

[8]  P. Guillaume,et al.  Fast maximum-likelihood identification of modal parameters with uncertainty intervals: A modal model-based formulation , 2013 .

[9]  Filipe Magalhães,et al.  High spatial resolution modal identification of a stadium suspension roof: Assessment of the estimates uncertainty and of modal contributions , 2017 .

[10]  Sandro Diord Rescinho Amador Uncertainty Quantification in Operational Modal Analysis and Continuous Monitoring of Special Structures , 2015 .

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

[12]  Rik Pintelon,et al.  System Identification: A Frequency Domain Approach , 2012 .

[13]  Laurent Mevel,et al.  Uncertainty quantification for modal parameters from stochastic subspace identification on multi-setup measurements ☆ , 2013 .

[14]  P. Guillaume,et al.  Constrained maximum likelihood modal parameter identification applied to structural dynamics , 2016 .

[15]  P. Guillaume,et al.  The PolyMAX Frequency-Domain Method: A New Standard for Modal Parameter Estimation? , 2004 .

[16]  P. Guillaume,et al.  Operational modal analysis for estimating the dynamic properties of a stadium structure during a football game , 2007 .

[17]  Guido De Roeck,et al.  Uncertainty quantification in operational modal analysis with stochastic subspace identification: Validation and applications , 2016 .

[18]  Rik Pintelon,et al.  Uncertainty calculation in (operational) modal analysis , 2007 .

[19]  Marc Böswald,et al.  A Review of Experimental Modal Analysis Methods with respect to their Applicability to Test Data of Large Aircraft Structures , 2006 .

[20]  Bart Peeters,et al.  System identification and damage detection in civil engineering , 2000 .

[21]  R. Pintelon,et al.  Fast calculation of confidence intervals on parameter estimates of least-squares frequency-domain estimators , 2009 .

[22]  P. Guillaume,et al.  Fast maximum-likelihood identification of modal parameters with uncertainty intervals: A modal model formulation with enhanced residual term , 2014 .