A 2.5D coupled FE-BE model for the prediction of railway induced vibrations
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Mohammadi, 1995, Dynamic 3-D soil-railway track interaction by BEM-FEM, Earthquake Engineering and Structural Dynamics, 24, 1177, 10.1002/eqe.4290240902
Andersen, 2005, Reduction of ground vibration by means of barrier or soil improvement along a railway track, Soil Dynamics and Earthquake Engineering, 25, 701, 10.1016/j.soildyn.2005.04.007
Celebi, 2006, Three-dimensional modelling of train-track and sub-soil analysis for surface vibrations due to moving loads, Applied Mathematics and Computation, 179, 209, 10.1016/j.amc.2005.11.095
O’Brien, 2005, A 3D BEM-FEM methodology for simulation of high speed train induced vibrations, Soil Dynamics and Earthquake Engineering, 25, 289, 10.1016/j.soildyn.2005.02.005
Galvín, 2007, High-speed train-induced ground motion and interaction with structures, Journal of Sound and Vibration, 307, 755, 10.1016/j.jsv.2007.07.017
Galvín, 2009, Experimental and numerical analysis of vibrations induced by high-speed trains on the Córdoba–Málaga line, Soil Dynamics and Earthquake Engineering, 29, 641, 10.1016/j.soildyn.2008.07.001
Galvín P, Romero A, Domínguez J. Vibrations induced by HST passage on ballast and non-ballast tracks. Soil Dynamics and Earthquake Engineering 2010;30:862–73.
Aubry D, Clouteau D, Bonnet G. Modelling of wave propagation due to fixed or mobile dynamic sources. In: Chouw N, Schmid G, editors. Proceedings of the international workshop wave 1994, wave propagation and reduction of vibrations, Ruhr University, Germany. Rotterdam: A.A. Balkema; 1994. p. 109–21.
Sheng, 1999, Ground vibration generated by a harmonic load acting on a railway track, Journal of Sound and Vibration, 225, 3, 10.1006/jsvi.1999.2232
Sheng, 1999, Ground vibration generated by a load moving along a railway track, Journal of Sound and Vibration, 228, 129, 10.1006/jsvi.1999.2406
Sheng, 2003, A comparison of a theoretical model for quasi-statically and dynamically induced environmental vibration from trains with measurements, Journal of Sound and Vibration, 267, 621, 10.1016/S0022-460X(03)00728-4
Sheng, 2004, A theoretical model for ground vibration from trains generated by vertical track irregularities, Journal of Sound and Vibration, 272, 937, 10.1016/S0022-460X(03)00782-X
Sheng, 2006, Prediction of ground vibration from trains using the wavenumber finite and boundary element methods, Journal of Sound and Vibration, 293, 575, 10.1016/j.jsv.2005.08.040
Metrikine, 2005, Stability of a two-mass oscillator moving on a beam supported by a visco-elastic half-space, International Journal of Solids and Structures, 42, 1187, 10.1016/j.ijsolstr.2004.03.006
Metrikine, 1999, Instability of vibrations of an oscillator moving along a beam on an elastic half-space, European Journal of Mechanics, A/Solids, 18, 331, 10.1016/S0997-7538(99)80020-5
Dieterman, 1996, The equivalent stiffness of a halfspace interacting with a beam. Critical velocities of a moving load along the beam, European Journal of Mechanics, A/Solids, 15, 67
Lombaert, 2006, The experimental validation of a numerical model for the prediction of railway induced vibrations, Journal of Sound and Vibration, 297, 512, 10.1016/j.jsv.2006.03.048
Lombaert, 2000, Numerical modelling of free field traffic induced vibrations, Soil Dynamics and Earthquake Engineering, 19, 473, 10.1016/S0267-7261(00)00024-5
Lombaert, 2009, Ground-borne vibration due to static and dynamic axle loads of InterCity and high-speed trains, Journal of Sound and Vibration, 319, 1036, 10.1016/j.jsv.2008.07.003
Lombaert, 2006, The control of ground-borne vibrations from railway traffic by means of continuous floating slabs, Journal of Sound and Vibration, 297, 946, 10.1016/j.jsv.2006.05.013
Steenbergen, 2007, The effect of the interface conditions on the dynamic response of a beam on a half-space to a moving load, European Journal of Mechanics, A/Solids, 26, 33, 10.1016/j.euromechsol.2006.03.003
François S, Schevenels M, Galvín P, Lombaert G, Degrande G. A 2.5D coupled FE-BE methodology for the dynamic interaction between longitudinally invariant structures and a layered halfspace. Computer Methods in Applied Mechanics and Engineering 2010;199:1536–48.
Gupta, 2007, comparison of two numerical models for the prediction of vibrations from underground railway traffic, Soil Dynamics and Earthquake Engineering, 27, 608, 10.1016/j.soildyn.2006.12.007
Gupta, 2008, Prediction of vibrations induced by underground railway traffic in Beijing, Journal of Sound and Vibration, 310, 608, 10.1016/j.jsv.2007.07.016
Clouteau, 2000, Periodic BEM and FEM-BEM coupling: application to seismic behaviour of very long structures, Computational Mechanics, 25, 567, 10.1007/s004660050504
Forrest, 2006, A three-dimensional tunnel model for calculation of train-induced ground vibration, Journal of Sound and Vibration, 294, 678, 10.1016/j.jsv.2005.12.032
Hussein, 2007, A numerical model for calculating vibration from a railway tunnel embedded in a full-space, Journal of Sound and Vibration, 305, 401, 10.1016/j.jsv.2007.03.068
Hussein, 2009, A numerical model for calculating vibration due to a harmonic moving load on a floating-slab track with discontinuous slabs in an underground railway tunnel, Journal of Sound and Vibration, 321, 363, 10.1016/j.jsv.2008.09.023
Sheng, 2005, Modelling ground vibrations from railways using wavenumber finite- and boundary-element methods, Proceedings of the Royal Society, 461, 2043, 10.1098/rspa.2005.1450
Tadeu, 2000, Green's functions for a two-and-a-half dimensional elastodynamic problems, ASCE Journal of Engineering Mechanics, 126, 1093, 10.1061/(ASCE)0733-9399(2000)126:10(1093)
Schevenels, 2009, EDT: an elastodynamics toolbox for MATLAB, Computers and Geosciences, 35, 1752, 10.1016/j.cageo.2008.10.012
Bongini E, Poisson F. Ground vibrations simulation cases parameters. Technical Report, SNCF, France; 2009.
Clouteau, 2001, Numerical modelling of traffic induced vibrations, Meccanica, 36, 401, 10.1023/A:1015005410628
Knothe, 1993, Modelling of railway track and vehicle/track interaction at high frequencies, Vehicle Systems Dynamics, 22, 209, 10.1080/00423119308969027
International Organization for Standardization. ISO 2631-2:1999: Mechanical vibration and shock—Evaluation of human exposure to whole-body vibration—Part 2: Vibration in buildings (1–80Hz), 1999.
Deutsches Institut für Normung. DIN 45672 Teil 2: Schwingungsmessungen in der Umgebung von Schienenverkehrswegen: Auswerteverfahren, 1995.
Hussein MFM, Hunt HEM, Rikse L, Gupta S, Degrande G, Talbot JP, et al. Using the PiP model for fast calculation of vibration from a railway tunnel in a multi-layered half-space. In: 9th international workshop on railway noise, Munich, Germany, 2007.