Modal identification of structures from input/output data using the expectation–maximization algorithm and uncertainty quantification by mean of the bootstrap

[1]  F. Javier Cara,et al.  An approach to operational modal analysis using the expectation maximization algorithm , 2012 .

[2]  José M. Soria,et al.  Vibration Monitoring of a Steel-Plated Stress-Ribbon Footbridge: Uncertainties in the Modal Estimation , 2016 .

[3]  Filipe Magalhães,et al.  Evaluation of dynamic effects and fatigue assessment of a metallic railway bridge , 2010 .

[4]  Filipe Magalhães,et al.  Ambient and free vibration tests of the Millau Viaduct: Evaluation of alternative processing strategies , 2012 .

[5]  Siu-Kui Au,et al.  Fast Bayesian modal identification of structures using known single‐input forced vibration data , 2014 .

[6]  Laurent Mevel,et al.  Variance estimation of modal parameters from output-only and input/output subspace-based system identification , 2016 .

[7]  Guido De Roeck,et al.  Reference-based combined deterministic–stochastic subspace identification for experimental and operational modal analysis , 2006 .

[8]  Guido De Roeck,et al.  Modal contribution and state space order selection in operational modal analysis , 2013 .

[9]  G. R. Darbre,et al.  Natural frequencies measured from ambient vibration response of the arch dam of Mauvoisin , 2000 .

[10]  Palle Andersen,et al.  Modal Analysis of an Offshore Platform using Two Different ARMA Approaches , 1996 .

[11]  Richard H. Bartels,et al.  Algorithm 432 [C2]: Solution of the matrix equation AX + XB = C [F4] , 1972, Commun. ACM.

[12]  Antonio Javier Narros.  Pasarela peatonal "Pedro Gómez Bosque" sobre el río Pisuerga en la ciudad de Valladolid. Un nuevo record de longitud en pasarelas colgadas de banda tesa , 2011 .

[13]  Javier Cara,et al.  Computing the modal mass from the state space model in combined experimental–operational modal analysis , 2016 .

[14]  Paulo B. Lourenço,et al.  Dynamic structural health monitoring of Saint Torcato church , 2013 .

[15]  Filipe Magalhães,et al.  Output-only dynamic testing of bridges and special structures , 2007 .

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

[17]  David S. Stoffer,et al.  Time series analysis and its applications , 2000 .

[18]  A. Lorenzana,et al.  Modal mass estimation from output-only data using oscillator assembly , 2012 .

[19]  Guido De Roeck,et al.  Combined Experimental-Operational Modal Testing of Footbridges , 2010 .

[20]  A. Barraud.  A numerical algorithm to solve AT X A - X = Q , 1977, 1977 IEEE Conference on Decision and Control including the 16th Symposium on Adaptive Processes and A Special Symposium on Fuzzy Set Theory and Applications.

[21]  A. Benveniste,et al.  Input/output versus output-only data processing for structural identification—Application to in-flight data analysis , 2006 .

[22]  Filipe Magalhães,et al.  Continuous dynamic monitoring of a lively footbridge for serviceability assessment and damage detection , 2012 .

[23]  Joel P. Conte,et al.  System Identification of Alfred Zampa Memorial Bridge Using Dynamic Field Test Data , 2009 .

[24]  Alan J. Laub,et al.  A Schur Method for Solving Algebraic Rimti Equations , 1979 .

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

[26]  Edwin Reynders,et al.  System Identification Methods for (Operational) Modal Analysis: Review and Comparison , 2012 .

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

[28]  F. Javier Cara,et al.  Estimating the modal parameters from multiple measurement setups using a joint state space model , 2014 .

[29]  Rune Brincker,et al.  On exact and approximated formulations for scaling-mode shapes in operational modal analysis by mass and stiffness change , 2012 .