A 2.5D coupled FE-BE model for the prediction of railway induced vibrations-Reference-Cited by-同舟云学术

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A 2.5D coupled FE-BE model for the prediction of railway induced vibrations

Published:2010-12 Issue:12 Volume:30 Page:1500-1512
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Galvín P.,François S.,Schevenels M.,Bongini E.,Degrande G.,Lombaert G.

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference38 articles.

1. Dynamic 3-D soil-railway track interaction by BEM-FEM;Mohammadi;Earthquake Engineering and Structural Dynamics,1995

2. Reduction of ground vibration by means of barrier or soil improvement along a railway track;Andersen;Soil Dynamics and Earthquake Engineering,2005

3. Three-dimensional modelling of train-track and sub-soil analysis for surface vibrations due to moving loads;Celebi;Applied Mathematics and Computation,2006

4. A 3D BEM-FEM methodology for simulation of high speed train induced vibrations;O’Brien;Soil Dynamics and Earthquake Engineering,2005

5. High-speed train-induced ground motion and interaction with structures;Galvín;Journal of Sound and Vibration,2007

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