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Influence of the vehicle model on the prediction of the maximum bending response of simply-supported bridges under high-speed railway traffic

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Influence of the vehicle model on the prediction of the maximum bending response of simply-supported bridges under high-speed railway traffic

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Doménech, A.; Museros Romero, P.; Martínez Rodrigo, M. (2014). Influence of the vehicle model on the prediction of the maximum bending response of simply-supported bridges under high-speed railway traffic. Engineering Structures. 72:123-139. doi:10.1016/j.engstruct.2014.04.037

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Título: Influence of the vehicle model on the prediction of the maximum bending response of simply-supported bridges under high-speed railway traffic
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 investigation intends to contribute to the problem of train-bridge interaction in high-speed railway lines. For design purposes, most often a numerical model based on constant moving loads is used to reproduce the ...[+]
Palabras clave: High-speed railway bridges , Resonance , Bridge design , Vehicle-structure interaction , Additional damping method
Derechos de uso: Cerrado
Fuente:
Engineering Structures. (issn: 0141-0296 )
DOI: 10.1016/j.engstruct.2014.04.037
Editorial:
Elsevier
Versión del editor: http://dx.doi.org/10.1016/j.engstruct.2014.04.037
Agradecimientos:
This research was supported by the State Secretariat for Research of the Spanish Ministry of Science and Innovation (Secretaria de Estado de Investigacion, Ministerio de Ciencia e Innovacion, MICINN) in the framework of ...[+]
Tipo: Artículo

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