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Study of vibrations in a short-span bridge under resonance conditions

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Study of vibrations in a short-span bridge under resonance conditions

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Ribes-Llario, F.; Zamorano-Martín, C.; Morales-Ivorra, S.; Real Herráiz, JI. (2016). Study of vibrations in a short-span bridge under resonance conditions. Journal of Vibroengineering. 18(5):3186-3196. doi:10.21595/jve.2016.16531

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Título: Study of vibrations in a short-span bridge under resonance conditions
Autor: Ribes-Llario, Fran Zamorano-Martín, Clara Morales-Ivorra, Silvia Real Herráiz, Julia Irene
Entidad UPV: Universitat Politècnica de València. Departamento de Ingeniería e Infraestructura de los Transportes - Departament d'Enginyeria i Infraestructura dels Transports
Universitat Politècnica de València. Instituto del Transporte y Territorio - Institut del Transport i Territori
Universitat Politècnica de València. Instituto Universitario de Matemática Multidisciplinar - Institut Universitari de Matemàtica Multidisciplinària
Fecha difusión:
Resumen:
[EN] Resonance is a phenomenon of utmost importance in railways engineering, leading to vast damages both in track and vehicles. Thus, to avoid the undesired effect of resonance, it must be studied, understood and predicted. ...[+]
Palabras clave: Railways vibrations , Resonance , Mitigation measures
Derechos de uso: Reserva de todos los derechos
Fuente:
Journal of Vibroengineering. (issn: 1392-8716 )
DOI: 10.21595/jve.2016.16531
Editorial:
JVE International Ltd.
Versión del editor: http://doi.org/10.21595/jve.2016.16531
Tipo: Artículo

References

Domínguez J. Railways Bridges Dynamics for High-Speed Railways: Calculus Methods and Study of Resonance. 2001.

Museros P. Vehicle-Structure Interaction and Resonance Effects in Isostatic Railways Bridges for High-Sped Lines. 2002.

Lu Y., Mao L., Woodward P. Frequency characteristics of railway bridge response to moving trains with consideration of train mass. Engineering Structures, Vol. 42, 2012, p. 9-22. [+]
Domínguez J. Railways Bridges Dynamics for High-Speed Railways: Calculus Methods and Study of Resonance. 2001.

Museros P. Vehicle-Structure Interaction and Resonance Effects in Isostatic Railways Bridges for High-Sped Lines. 2002.

Lu Y., Mao L., Woodward P. Frequency characteristics of railway bridge response to moving trains with consideration of train mass. Engineering Structures, Vol. 42, 2012, p. 9-22.

Yang Y., Lin C. Vehicle bridge interaction dynamics and potential applications. Journal of Sound and Vibration, Vol. 284, Issues 1-2, 2005, p. 205-226.

Yang Y., Yau J. Vehicle bridge interaction element for dynamic analysis. Journal of Structural Engineering, Vol. 124, Issue 4, 1997, p. 1512-1518.

Lavado J., Doménech A. Dynamic performance of existing high-speed railway bridges under resonant conditions following a retrofit with fluid dampers supported on clamped auxiliary beams. Engineering Structures, Vol. 59, 2014, p. 255-374.

Timoshenko S. On the forced vibrations of bridges. Philosophical Magazine, Vol. 6, Issue 43, 1018, p. 1019-1922.

Tan C., Shore S. Response of horizontally curved bridge to moving load. Journal of Structural Engineering, Vol. 94, 1968, p. 2135-2151.

Olson M. On the fundamental moving load problem. Journal of Sound and Vibration, Vol. 145, Issue 2, 1991, p. 299-307.

Akin J., Mofid M. Numerical solution for response of beams with moving mass. Journal of Structural Engineering, Vol. 115, Issue 1, 1989, p. 120-131.

Lee H. Dynamic response of a beam with a moving mass. Journal of Sound and Vibration, Vol. 191, Issue 2, 1996, p. 289-294.

Foda M., Abdujabbar Z. A dynamic Green function formulation for the response of a beam structure to a moving mass. Journal of Sound and Vibration, Vol. 210, Issue 3, 1998, p. 295-306.

Yang Y., Wu Y. A versatile element for analyzing vehicle bridge interaction response. Engineering Structures, Vol. 23, Issue 1, 2001, p. 452-469.

Pesterev A., Yang B., Bergman L., Tan C. Response of elastic continuum carrying multiple moving oscillators. Journal of Engineering Mechanics, Vol. 127, Issue 3, 2001, p. 260-265.

Real J., Zamorano C., Hernández C., Comendador R., Real T. Computational considerations of 3-D finite element method models of railway vibration prediction in ballasted tracks. Journal of Vibroengineering, Vol. 16, Issue 4, 2014, p. 1709-1722.

El Kacimi A., Woodward P., Laghrouche O., Medero G. Time domain 3D finite modeling of train-induced vibration at high speed. Computers and Structures, Vol. 118, Issue 8, 2013, p. 66-73.

Gia N. Dynamic Effects Due to Railways Traffic Over Track Infrastructure and Structures. 2013.

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