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Retrofit of existing railway bridges of short to medium spans for high-speed traffic using viscoelastic dampers

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Retrofit of existing railway bridges of short to medium spans for high-speed traffic using viscoelastic dampers

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Moliner Cabedo, E.; Museros Romero, P.; Martínez Rodrigo, MDLD. (2012). Retrofit of existing railway bridges of short to medium spans for high-speed traffic using viscoelastic dampers. Engineering Structures. 40:519-528. doi:10.1016/j.engstruct.2012.03.016.

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Título: Retrofit of existing railway bridges of short to medium spans for high-speed traffic using viscoelastic dampers
Autor:
Entidad UPV: Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures
Fecha difusión:
Resumen:
This paper presents a study on the energy-absorbing capacities of viscoelastic dampers (VEDs) for reducing the resonant vibrations of simply supported high-speed railway bridges of short to medium span. The proposed solution ...[+]
Palabras clave: Ballast deconsolidation , Fractional derivative , High-speed railway bridges , Passive vibration control , Resonance , Viscoelastic dampers , De-consolidation , Fractional derivatives , High-speed railways , Auxiliary equipment , Damping , Dynamic response , Railroad engineering , Retrofitting , Railroad bridges , Bridge construction , Dynamic analysis , Numerical model , Railway construction , Seismic retrofit , Structural analysis , Structural response , Vibration , Viscoelasticity
Derechos de uso: Reserva de todos los derechos
Fuente:
Engineering Structures. (issn: 0141-0296 )
DOI: 10.1016/j.engstruct.2012.03.016
Editorial:
Elsevier
Versión del editor: http://dx.doi.org/10.1016/j.engstruct.2012.03.016
Patrocinador:
Spanish Ministry of Public Works [80021/A04]
Tipo: Artículo

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