A direct method for analyzing the nonlinear vehicle-structure interaction in high-speed railway lines
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[1] Makoto Tanabe,et al. A Simple and Efficient Numerical Method for Dynamic Interaction Analysis of a High-Speed Train and Railway Structure During an Earthquake , 2008 .
[2] Joao Pombo,et al. A new wheel–rail contact model for railway dynamics , 2007 .
[3] R. Calçada,et al. University of Huddersfield Repository A direct method for analyzing the vertical vehicle-structure interaction , 2011 .
[4] Peter Wriggers,et al. Computational Contact Mechanics , 2002 .
[5] D. Owen,et al. Finite elements in plasticity : theory and practice , 1980 .
[6] Pablo Antolin,et al. Nonlinear Train-Bridge Lateral Interaction Using a Simplified Wheel-Rail Contact Method Within a Finite Element Framework , 2012 .
[7] R. Moreno Delgado,et al. Modelling of railway bridge-vehicle interaction on high speed tracks , 1997 .
[8] Pennung Warnitchai,et al. Dynamic analysis of three-dimensional bridge–high-speed train interactions using a wheel–rail contact model , 2009 .
[9] J. Miller. Numerical Analysis , 1966, Nature.
[10] Ahmed A. Shabana,et al. Development of elastic force model for wheel/rail contact problems , 2004 .
[11] Thomas J. R. Hughes,et al. Improved numerical dissipation for time integration algorithms in structural dynamics , 1977 .
[12] Nao-Aki Noda,et al. ANALYSES OF DYNAMIC RESPONSE OF VEHICLE AND TRACK COUPLING SYSTEM WITH RANDOM IRREGULARITY OF TRACK VERTICAL PROFILE , 2002 .
[13] G. A. Fonder,et al. AN ITERATIVE SOLUTION METHOD FOR DYNAMIC RESPONSE OF BRIDGE–VEHICLES SYSTEMS , 1996 .
[14] Yeong-Bin Yang,et al. A versatile element for analyzing vehicle–bridge interaction response , 2001 .