Experimental and numerical analyses of vibrations induced by high-speed trains on the Córdoba–Málaga line

[1]  W. M. Ewing,et al.  Elastic Waves in Layered Media , 2015 .

[2]  J. Z. Zhu,et al.  The finite element method , 1977 .

[3]  E. Kausel,et al.  Stiffness matrices for layered soils , 1981 .

[4]  John P. Wolf,et al.  Time-domain boundary element method in viscoelasticity with application to a spherical cavity , 1986 .

[5]  J. Domínguez.  Boundary elements in dynamics , 1993 .

[6]  V. Krylov.  On the theory of railway-induced ground vibrations , 1994 .

[7]  David Banister,et al.  THE SECOND RAILWAY AGE , 1994 .

[8]  L. Gaul,et al.  Dynamics of viscoelastic solids treated by boundary element approaches in time domain , 1994 .

[9]  Zhen-Xiang Gong,et al.  Review of:“Computational Methods for Free and Moving Boundary Problems in Heat Transfer and Fluid Flow”Editor: L.C. Wrobel and C.A. Brebbia Computational Mechanics Publications Southampton Boston Elsevier Applied Science London New York , 1994 .

[10]  Victor V. Krylov,et al.  Generation of Ground Vibrations by Superfast Trains , 1995 .

[11]  Yoshiaki Hisada,et al.  An efficient method for computing Green's functions for a layered half-space with sources and receivers at close depths (part 2) , 1995, Bulletin of the Seismological Society of America.

[12]  Evert C. Lawton,et al.  An iterative finite element-boundary element algorithm , 1996 .

[13]  H. A. Dieterman,et al.  The equivalent stiffness of a half-space interaction with a beam. Critical velocoties of a moving load along the beam , 1996 .

[14]  David R. Owen,et al.  ITERATIVE SOLUTION OF COUPLED FE/BE DISCRETIZATIONS FOR PLATE-FOUNDATION INTERACTION PROBLEMS , 1996 .

[15]  H. A. Dieterman,et al.  Steady-state displacements of a beam on an elastic half-space due to a uniformly moving constant load , 1997 .

[16]  G. Roeck,et al.  Wave propagation in layered dry, saturated and unsaturated poroelastic media , 1998 .

[17]  K. Popp,et al.  Vibration of a periodically supported beam on an elastic half-space , 1999 .

[18]  Christian Madshus,et al.  HIGH-SPEED RAILWAY LINES ON SOFT GROUND: DYNAMIC BEHAVIOUR AT CRITICAL TRAIN SPEED , 2000 .

[19]  K. Popp,et al.  Steady-state vibrations of an elastic beam on a visco-elastic layer under moving load , 2000 .

[20]  Geert Lombaert,et al.  Numerical modelling of free field traffic-induced vibrations , 2000 .

[21]  H. Takemiya.  NOISE AND VIBRATION FROM HIGH-SPEED TRAINS. CHAPTER 12. GROUND VIBRATIONS ALONGSIDE TRACKS INDUCED BY HIGH-SPEED TRAINS: PREDICTION AND MITIGATION , 2001 .

[22]  G. Degrande.  NOISE AND VIBRATION FROM HIGH-SPEED TRAINS. CHAPTER 10. FREE-FIELD VIBRATIONS DURING THE PASSAGE OF A HIGH-SPEED TRAIN: EXPERIMENTAL RESULTS AND NUMERICAL PREDICTIONS , 2001 .

[23]  Geert Lombaert,et al.  Numerical Modelling of Traffic Induced Vibrations , 2001 .

[24]  Victor V. Krylov.  Noise and Vibration from High-Speed Trains , 2001 .

[25]  G. Lombaert,et al.  Experimental validation of a numerical prediction model for free field traffic induced vibrations by in situ experiments , 2001 .

[26]  Geert Degrande,et al.  FREE FIELD VIBRATIONS DURING THE PASSAGE OF A THALYS HIGH-SPEED TRAIN AT VARIABLE SPEED , 2001 .

[27]  Feng Jin,et al.  A 2‐D time‐domain boundary element method with damping , 2001 .

[28]  Andrei V. Metrikine,et al.  Periodically supported beam on a visco-elastic layer as a model for dynamic analysis of a high-speed railway track , 2003 .

[29]  Madelyn Marrero,et al.  Numerical behavior of time domain BEM for three-dimensional transient elastodynamic problems , 2003 .

[30]  Geert Lombaert,et al.  The experimental validation of a numerical model for the prediction of the vibrations in the free field produced by road traffic , 2003 .

[31]  O. von Estorff,et al.  Iterative coupling of BEM and FEM for nonlinear dynamic analyses , 2004 .

[32]  Hirokazu Takemiya,et al.  Substructure Simulation of Inhomogeneous Track and Layered Ground Dynamic Interaction under Train Passage , 2005 .

[33]  Sebastiano Foti,et al.  Propagation of Data Uncertainty in Surface Wave Inversion , 2005 .

[34]  Lutz Auersch,et al.  The excitation of ground vibration by rail traffic: theory of vehicle–track–soil interaction and measurements on high-speed lines , 2005 .

[35]  Otto von Estorff,et al.  Iterative coupling of FEM and BEM in 3D transient elastodynamics , 2005 .

[36]  Geert Lombaert,et al.  The experimental validation of a numerical model for the prediction of railway induced vibrations , 2006 .

[37]  Chris Jones,et al.  Prediction of ground vibration from trains using the wavenumber finite and boundary element methods , 2006 .

[38]  Pedro Galvín,et al.  Analysis of ground motion due to moving surface loads induced by high-speed trains , 2007 .

[39]  Pedro Galvín,et al.  Dynamic analysis of a cable-stayed deck steel arch bridge , 2007 .

[40]  P. Galv́ın,et al.  High-speed train-induced ground motion and interaction with structures , 2007 .