Operational Modal Analysis using Expectation Maximization Algorithm


Autoria(s): Cara Cañas, Francisco Javier; Carpio Huertas, Jaime; Juan Ruiz, Jesús; Alarcón Álvarez, Enrique
Data(s)

2011

Resumo

This paper presents a time-domain stochastic system identification method based on Maximum Likelihood Estimation and the Expectation Maximization algorithm. The effectiveness of this structural identification method is evaluated through numerical simulation in the context of the ASCE benchmark problem on structural health monitoring. Modal parameters (eigenfrequencies, damping ratios and mode shapes) of the benchmark structure have been estimated applying the proposed identification method to a set of 100 simulated cases. The numerical results show that the proposed method estimates all the modal parameters reasonably well in the presence of 30% measurement noise even. Finally, advantages and disadvantages of the method have been discussed.

Formato

application/pdf

Identificador

http://oa.upm.es/26380/

Idioma(s)

eng

Publicador

E.T.S.I. Industriales (UPM)

Relação

http://oa.upm.es/26380/1/Operational_algorithm.pdf

http://www.eurodyn2011.org/html/searchresults.html

Direitos

http://creativecommons.org/licenses/by-nc-nd/3.0/es/

info:eu-repo/semantics/openAccess

Fonte

Proceedings of the 8th International Conference on Structural Dynamics, EURODYN 2011 | 8th International Conference on Structural Dynamics, EURODYN 2011 | 04/07/2011 - 06/07/2011 | Leuven (Bélgica)

Palavras-Chave #Ingeniería Civil y de la Construcción #Matemáticas
Tipo

info:eu-repo/semantics/conferenceObject

Ponencia en Congreso o Jornada

NonPeerReviewed