Ground-borne vibration due to static and dynamic axle loads of InterCity and high-speed trains
G Lombaert, G Degrande - Journal of Sound and vibration, 2009 - Elsevier
In predictions of railway-induced vibrations, a distinction is generally made between the
quasi-static and dynamic excitation. The quasi-static excitation is related to the static …
quasi-static and dynamic excitation. The quasi-static excitation is related to the static …
A 2.5 D coupled FE–BE methodology for the dynamic interaction between longitudinally invariant structures and a layered halfspace
This paper presents a general 2.5 D coupled finite element–boundary element methodology
for the computation of the dynamic interaction between a layered soil and structures with a …
for the computation of the dynamic interaction between a layered soil and structures with a …
Dynamics of structures coupled with elastic media—A review of numerical models and methods
D Clouteau, R Cottereau, G Lombaert - Journal of Sound and Vibration, 2013 - Elsevier
This paper reviews issues and developments in the field of structure–environment
interaction problems, in which the environment is an elastic body, possibly unbounded. It …
interaction problems, in which the environment is an elastic body, possibly unbounded. It …
A 2.5 D coupled FE-BE model for the prediction of railway induced vibrations
Ground vibrations induced by railway traffic at grade and in tunnels are often studied by
means of two-and-half dimensional (2.5 D) models that are based on a Fourier transform of …
means of two-and-half dimensional (2.5 D) models that are based on a Fourier transform of …
Effect of longitudinally varying characteristics of soil on metro train-induced ground vibrations based on wave propagation analysis
Soil layers surrounding metro tunnels occasionally have varying characteristics in the
longitudinal direction. In the existing vibration prediction model, the soil is usually simplified …
longitudinal direction. In the existing vibration prediction model, the soil is usually simplified …
Prediction uncertainties and inaccuracies resulting from common assumptions in modelling vibration from underground railways
S Jones, K Kuo, M Hussein… - Proceedings of the …, 2012 - journals.sagepub.com
Underground railways produce significant ground-borne vibration that is reported to disturb
people living or working near subways. Designers and engineers use numerical models to …
people living or working near subways. Designers and engineers use numerical models to …
A 2.5 D finite element and boundary element model for the ground vibration from trains in tunnels and validation using measurement data
A numerical model is presented for the ground-borne vibration produced by trains running in
tunnels. The model makes use of the assumption that the geometry and material properties …
tunnels. The model makes use of the assumption that the geometry and material properties …
[PDF][PDF] EDT: An elastodynamics toolbox for MATLAB
M Schevenels, S François… - Computers & …, 2009 - lirias.kuleuven.be
This paper presents the ElastoDynamics Toolbox (EDT) for MATLAB. 1 EDT provides an
extensive set of MATLAB functions to model seismic wave propagation in layered soils. It is …
extensive set of MATLAB functions to model seismic wave propagation in layered soils. It is …
Experimental validation of a numerical model for subway induced vibrations
This paper presents the experimental validation of a coupled periodic finite element–
boundary element model for the prediction of subway induced vibrations. The model fully …
boundary element model for the prediction of subway induced vibrations. The model fully …
Influence of tunnel and soil parameters on vibrations from underground railways
A parametric study is performed to identify the key parameters which have an important
influence on the generation and propagation of vibrations from underground railways. In this …
influence on the generation and propagation of vibrations from underground railways. In this …