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Two FE models to analyse the dynamic response of short span simply-supported oblique High-Speed railway bridges: comparison and experimental validation

 

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Acceso restringido Two FE models to analyse the dynamic response of short span simply-supported oblique High-Speed railway bridges: comparison and experimental validation
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Author: Galvín, Pedro
Romero Ordóñez, Antonio
Moliner, E.
Martínez-Rodrigo, M. D.
Department: Universidad de Sevilla. Departamento de Mecánica de Medios Continuos y Teoría de Estructuras
Date: 2018-07
Published in: Engineering Structures, 167, 48-64.
Document type: Article
Abstract: In this paper the dynamic response of a particular type of high-speed railway bridge common in the Spanish railway system is analysed with the aim of evaluating the levels of vertical vibrations experienced at the platform. To this end, Bracea I bri...
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Cite: Galvín, P., Romero Ordóñez, A., Moliner, E. y Martínez-Rodrigo, M.D. (2018). Two FE models to analyse the dynamic response of short span simply-supported oblique High-Speed railway bridges: comparison and experimental validation. Engineering Structures, 167, 48-64.
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Format: PDF
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URI: https://hdl.handle.net/11441/76365

DOI: 10.1016/j.engstruct.2018.03.052

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