Ambient and free vibration tests of the Millau Viaduct: Evaluation of alternative processing strategies
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Filipe Magalhães | Elsa Caetano | Álvaro Cunha | Olivier Flamand | Gérard Grillaud | Á. Cunha | E. Caetano | F. Magalhães | O. Flamand | G. Grillaud
[1] Filipe Magalhães,et al. Damping Estimation Using Free Decays and Ambient Vibration Tests , 2010 .
[2] Filipe Magalhães,et al. Operational modal analysis for testing and monitoring of bridges and special structures , 2010 .
[3] Carmelo Gentile,et al. Operational modal testing and FE model tuning of a cable-stayed bridge , 2011 .
[4] Filipe Magalhães,et al. Merging Strategies for Multi-Setup Operational Modal Analysis: Application to the Luiz I steel Arch Bridge , 2009 .
[5] Filipe Magalhães,et al. Ambient vibration re-testing and operational modal analysis of the Humber Bridge , 2010 .
[6] Rik Pintelon,et al. Uncertainty bounds on modal parameters obtained from stochastic subspace identification , 2008 .
[7] Filipe Magalhães,et al. Challenges in the Application of Stochastic Modal Identification Methods to a Cable-Stayed Bridge , 2007 .
[8] Laurent Mevel,et al. Pre- and Post-identification Merging for Multi-Setup OMA with Covariance-Driven SSI , 2011 .
[9] Guido De Roeck,et al. REFERENCE-BASED STOCHASTIC SUBSPACE IDENTIFICATION FOR OUTPUT-ONLY MODAL ANALYSIS , 1999 .
[10] Michel Virlogeux,et al. Millau Viaduct, France , 2005 .
[11] Raimundo Delgado,et al. Dynamic Tests on Large Cable-Stayed Bridge , 2001 .
[12] O Flamand,et al. Dynamic testing of the Millau Viaduct , 2006 .
[13] R. Pintelon,et al. Fast calculation of confidence intervals on parameter estimates of least-squares frequency-domain estimators , 2009 .
[14] Palle Andersen,et al. Modal Identification from Ambient Responses using Frequency Domain Decomposition , 2000 .
[15] Filipe Magalhães,et al. Explaining operational modal analysis with data from an arch bridge , 2011 .