Treatment of Outliers to Study Railway Vibrations Transmission

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Nicoletta González–Cancelas https://orcid.org/0000-0001-7167-1563
Francisco Soler-Flores https://orcid.org/0000-0002-1636-834X
Alberto Camarero Orive https://orcid.org/0000-0002-0614-8714
Íñigo López Ansorena

Keywords

Data mining, outliers, railway, vibration.

Abstract

This paper presents the data analysis of the vibration induced by the propagation of waves caused by passing trains, metro and tram. These data are taken with an optical fiber accelerometer within the framework of the research project TRAVIESA (Transmisión de Vibraciones del ferrocarril urbanoal entorno: Estrategias, Tecnologías y materiales para su atenuación) fundedby CDTI and the Ministry of Science and Innovation of the Government of Spain. The methodology was developed to characterize the level of vibrations that affect different elements of railway infrastructure and nearby buildings. Optical fiber accelerometers were used and the measurements were made by the Technological Institute of Optics, Colour and Imaging (AIDO).

PACS: 89.40.-a

MSC: 62-07

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References

[1] C. Cheron, M. Walter, J. Sandor, E. Wiebe, “ERRAC Roadmap. Towards 2030:Energy, Noise and Vibration European Railway Roadmaps”, Procedia - Socialand Behavioral Sciences, vol. 48, pp. 2221-2229, 2012. Referenciado en 190

[2] T. Montalvo y L. E. Suárez, “Evaluación de las vibraciones del suelo causadaspor trenes subterráneos usando elementos finitos”. Revista Internacional deDesastres Naturales, Accidentes e Infraestructura Civil, vol. 2, n.o 1, pp. 79-88,2002. Referenciado en 190

[3] J. Otero Yugat, J. Martínez, MA. De los Santos, S. Cardona, “Modelo global dela dinámica de contacto rueda-carril para determinar la vibración de un puntodel carril al paso de un tren”, Scientia et Technica, vol. 2, n.o 34, may 2007.Referenciado en 190

[4] J. Domínguez. Barbero, J. Goicochea, y J. M. G. Ruigómez, “Valoración deefectos dinámicos en puentes de ferrocarril: la resonancia en líneas de alta velocidad”,Revista de Obras Públicas: Organo profesional de los ingenieros decaminos, canales y puertos, n.o 3428, pp. 39-50, 2002. Referenciado en 191

[5] A. Vidal Muro, “Vibraciones en las vías del ferrocarril”, Universitat Politècnica de Catalunya, Barcelona, 2009. Referenciado en 191, 194, 195, 197

[6] M. Fernández, S. Hernández Alonso, A. Ruiz Rúa, “Para altas velocidades ¿Víacon o sin balasto?”, Revista de Obras Públicas, vol. 147, n.o 3401, pp. 29-40,2000. Referenciado en 191

[7] W. Lim, “Mechanics of railway ballast behaviour”, University of Nottingham,UK, 2004. Referenciado en 192

[8] C. Esveld,Modern Railway Track. MRT-Productions Zaltbommel, 1989. Referenciadoen 193, 197, 198

[9] J. South, “Experiments, Made at Watford, on the Vibrations Occasioned by Railway Trains Passing through a Tunnel”, Proceedings of the Royal Society ofLondon, vol. 13, pp. 65-83, ene. 1863. Referenciado en 194

[10] TM. Dawn, C. Stanworth, “Ground vibrations from passing trains”, Journal ofSound and Vibration, vol. 66, n.o 3, pp. 355-362, oct. 1979. Referenciado en 194

[11] J. Melke, S. Kramer, “Diagnostic methods in the control of railway noise andvibration”, Journal of Sound and Vibration, vol. 87, n.o 2, pp. 377-386, mar.1983. Referenciado en 194

[12] H. Xia, N. Zhang, YM. Cao, “Experimental study of train-induced vibrations ofenvironments and buildings”, Journal of Sound and Vibration, vol. 280, n.o 3-5,pp. 1017-1029, feb. 2005. Referenciado en 194

[13] M. Zhou, K. Wei, S. Zhou, J. Xiao, Q. Gong, “Influence of Different TrackTypes on the Vibration Response of the Jointly-Built Structure of Subway andthe Buildings”, China Railway Science, n.o 2, pp. 33-40, 2011.Referenciado en 194

[14] J. Yugat Otero, J. Martínez, M. A. de los Santos, S. Cardona, “Modelos para lageneración y transmisión de vibraciones al paso de un tren”, Scientia et Technica,vol. 5, n.o 37, pp. 261-266, dic. 2007. Referenciado en 194

[15] J. Gutierrez, “El tren de alta velocidad y sus efectos espaciales”, InvestigacionesRegionales, n.o 5, pp. 199-221. Referenciado en 194

[16] A. Karrech, “Comportement des matériaux granulaires sous vibration - Applicationau cas du ballast”, Ecole des Ponts ParisTech, Paris, 2007.Referenciado en 195

[17] V. Krylov, “Generation of ground vibrations by superfast trains”, Applied Acoustics,vol. 44, n.o 2, pp. 149-164, 1995. Referenciado en 200

[18] V. Barnett, T. Lewis, Outliers in Statistical Data, 2.a ed. Wiley Series in Probabilityand Mathematical Statistics.Applied Probability and Statistics, Chichester:Wiley, 1984. Referenciado en 201

[19] F. Soler Flores, J. Pardillo Mayora, R. Jurado Piña, “Tratamiento de outliersen los modelos de predicción de accidentes de tráfico”, in VIII Congreso deIngeniería del Transporte, España, 2008. Referenciado en 202

[20] C. Alippi, E. Casagrande, M. Fumagalli, F. Scotti, V. Piuri, L. Valsecchi, “Anembedded system methodology for real-time analysis of railways track profile”,in Proceedings of the 19th IEEE Instrumentation and Measurement TechnologyConference, 2002. IMTC/2002, 2002, vol. 1, pp. 747-751. Referenciado en 202

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