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Dynamic performance of existing double track railway bridges at resonance with the increase of the operational line speed

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Dynamic performance of existing double track railway bridges at resonance with the increase of the operational line speed

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Moliner, E.; Martínez-Rodrigo, M.; Museros Romero, P. (2017). Dynamic performance of existing double track railway bridges at resonance with the increase of the operational line speed. Engineering Structures. 132:98-109. doi:10.1016/j.engstruct.2016.11.031

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/95043

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Title: Dynamic performance of existing double track railway bridges at resonance with the increase of the operational line speed
Author:
UPV Unit: 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
Issued date:
Embargo end date: 2019-02-01
Abstract:
[EN] This article addresses the dynamic behaviour of double track simply supported bridges of short to medium span lengths (10 m < L< 25 m) belonging to conventional railway lines. These structures are susceptible to ...[+]
Subjects: Railway bridges , Elastomeric bearings , Resonance , Cancellation , Vertical accelerations
Copyrigths: Reserva de todos los derechos
Source:
Engineering Structures. (issn: 0141-0296 )
DOI: 10.1016/j.engstruct.2016.11.031
Publisher:
Elsevier
Publisher version: https://doi.org/10.1016/j.engstruct.2016.11.031
Type: Artículo

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