Fundamental solutions in 3D elastodynamics for the BEM: A review

PS Dineva, GD Manolis, F Wuttke - Engineering Analysis with Boundary …, 2019 - Elsevier
In this work, we attempt to collect all available fundamental solutions in 3D elastodynamics
that would be suitable for use in Boundary Element Method (BEM) formulations. Given that …

A comparison of two numerical models for the prediction of vibrations from underground railway traffic

S Gupta, MFM Hussein, G Degrande, HEM Hunt… - Soil Dynamics and …, 2007 - Elsevier
Two prediction models for calculating vibration from underground railways are developed:
the pipe-in-pipe model and the coupled periodic finite element–boundary element (FE–BE) …

2.5 D MFS–FEM model for the prediction of vibrations due to underground railway traffic

P Amado-Mendes, PA Costa, LMC Godinho… - Engineering Structures, 2015 - Elsevier
Vibrations induced by underground railway traffic have been receiving special attention from
the technical and scientific communities, and different models for their prediction can be …

A 2.5 D coupled FEM–SBM methodology for soil–structure dynamic interaction problems

H Liravi, R Arcos, A Clot, KF Conto, J Romeu - Engineering Structures, 2022 - Elsevier
In this paper, a novel numerical methodology to deal with longitudinally invariant soil–
structure interaction problems is proposed. The methodology uses the finite element method …

Influence of train dynamic modelling strategy on the prediction of track–ground vibrations induced by railway traffic

PA Costa, R Calçada… - … Part F: Journal of Rail and …, 2012 - journals.sagepub.com
This paper presents a study developed in order to identify the influence and relevance of the
mechanical properties of the train in the prediction of vibrations induced by passenger …

A parametric study of the train-induced vibration of a single pile near an underground railway tunnel

TL Edirisinghe, JP Talbot - Soil Dynamics and Earthquake Engineering, 2022 - Elsevier
A particular concern in ground-borne vibration is the extent to which the construction of a
foundation affects the vibration field from an existing railway tunnel. This paper presents the …

Recent investigations on dynamic problems for an elastic body with initial (residual) stresses

SD Akbarov - International Applied Mechanics, 2007 - Springer
Recent investigations of dynamic problems for bodies with initial stresses are reviewed.
These are investigations carried out over the last six years using the piecewise …

Numerical methods for analysis of structure and ground vibration from moving loads

L Andersen, SRK Nielsen, S Krenk - Computers & structures, 2007 - Elsevier
An overview of the main theoretical aspects of finite-element and boundary-element
modelling of the response to moving loads is given. The moving loads represent sources of …

Dynamic simulation of falling weight deflectometer tests on flexible transversely isotropic layered pavements

Z Han, L Yang, H Fang, J Zhang - Soil Dynamics and Earthquake …, 2020 - Elsevier
Developing an accurate and efficient forward model of the dynamic response of pavement
structure is of great significance for obtaining the design parameters of the layered …

Boundary element analysis of the steady-state response of an elastic half-space to a moving force on its surface

L Andersen, SRK Nielsen - Engineering Analysis with Boundary Elements, 2003 - Elsevier
The paper deals with the boundary element method formulation of the steady-state wave
propagation through elastic media due to a source moving with constant velocity. The …