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Modal identification of a pedestrian bridge by output-only analysis

 

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Opened Access Modal identification of a pedestrian bridge by output-only analysis
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Author: Galvín, Pedro
Domínguez Abascal, José
Department: Universidad de Sevilla. Departamento de Mecánica de Medios Continuos y Teoría de Estructuras
Date: 2005
Published in: 23th Conference and Exposition on Structural Dynamics 2005 (IMAC - XXIII) (2005),
Document type: Presentation
Abstract: The modal parameters (natural frequencies, mode shapes and damping ratios) describe the dynamic properties of a mechanical system. The classical modal analysis, based on Frequency Response Function, require measurements of both the input force and t...
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Cite: Galvín, P. y Domínguez Abascal, J. (2005). Modal identification of a pedestrian bridge by output-only analysis. En 23th Conference and Exposition on Structural Dynamics 2005 (IMAC - XXIII) Orlando, USA: Society for Experimental Mechanics (SEM).
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URI: http://hdl.handle.net/11441/53837

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