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A 2.5D coupled FE-BE model for the prediction of railway induced vibrations

 

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Opened Access A 2.5D coupled FE-BE model for the prediction of railway induced vibrations
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Author: Galvín, Pedro
François, S.
Schevenels, M.
Bongini, E.
Degrande, G.
Lombaert, G.
Department: Universidad de Sevilla. Departamento de Mecánica de Medios Continuos y Teoría de Estructuras
Date: 2010
Published in: Soil Dynamics and Earthquake Engineering, 30 (12), 1500-1512.
Document type: Article
Abstract: Ground vibrations induced by railway traffic at grade and in tunnels are often studied by means of two-and-half dimensional (2.5D) models that are based on a Fourier transform of the coordinate in the longitudinal direction of the track. In this pap...
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Cite: Galvín, P., François, S., Schevenels, M., Bongini, E., Degrande, G. y Lombaert, G. (2010). A 2.5D coupled FE-BE model for the prediction of railway induced vibrations. Soil Dynamics and Earthquake Engineering, 30 (12), 1500-1512.
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URI: http://hdl.handle.net/11441/52967

DOI: 10.1016/j.soildyn.2010.07.001

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