Journal ArticleDOI
Coupled boundary and finite element analysis of vibration from railway tunnels—a comparison of two- and three-dimensional models
TLDR
In this article, the authors investigate the quality of the information that can be gained from a two-dimensional model of a railway tunnel and analyze the vibration transmission from the tunnel floor to the ground surface for the frequency range relevant to the perception of whole body vibration.About:
This article is published in Journal of Sound and Vibration.The article was published on 2006-06-13. It has received 190 citations till now. The article focuses on the topics: Track (rail transport) & Vibration.read more
Citations
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Journal ArticleDOI
Prediction of ground vibration from trains using the wavenumber finite and boundary element methods
TL;DR: In this paper, the authors use the wavenumber finite/boundary element (WBE) model to model ground and built structures, such as tunnels and tracks, and apply it to surface vibration and tunnel vibration analyses.
Journal ArticleDOI
Ground-borne vibration due to static and dynamic axle loads of InterCity and high-speed trains
Geert Lombaert,Geert Degrande +1 more
TL;DR: In this paper, a solution strategy is presented that allows for the evaluation of the second-order statistics of the response due to dynamic excitation based on the power spectral density function of the track unevenness.
Journal ArticleDOI
Railway-induced ground vibrations – a review of vehicle effects
TL;DR: A review of the effect of vehicle characteristics on ground-and track borne-vibrations from railways is presented in this article, which combines traditional theory with modern thinking and uses a range of numerical analysis and experimental results.
Journal ArticleDOI
A three-dimensional tunnel model for calculation of train-induced ground vibration
J.A. Forrest,Hem Hunt +1 more
TL;DR: In this article, an analytical three-dimensional model for the dynamics of a deep underground railway tunnel of circular cross-section is presented, where the tunnel is conceptualised as an infinitely long, thin cylindrical shell surrounded by soil of infinite radial extent.
Journal ArticleDOI
A 2.5D coupled FE-BE methodology for the dynamic interaction between longitudinally invariant structures and a layered halfspace
TL;DR: In this paper, a 2.5D coupled finite element-boundary element methodology for the computation of the dynamic interaction between a layered soil and structures with a longitudinally invariant geometry, such as railway tracks, roads, tunnels, dams, and pipelines is presented.
References
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Book
Boundary elements in dynamics
TL;DR: In this paper, the authors propose a dual reciprocity approach for transient elastodynamics: boundary integral formulation transformation of the domain integral, which transforms the boundary integral into a transformation of domain integral transformation.
Book
Introduction to finite element vibration analysis
TL;DR: In this article, the finite element displacement method was used for the analysis of free vibration of plates and shells, and for the simulation of forced response and forced response analysis of rigid and flexible plates.
Journal ArticleDOI
Dynamic analysis of large 3-D underground structures by the bem
A. A. Stamos,Dimitri E. Beskos +1 more
TL;DR: In this article, the authors present an up-to-date literature survey on the dynamics of underground structures and present numerical examples involving lined cavities and long lined tunnels buried in the full- or the half-space subjected to external forces or seismic waves.
Journal ArticleDOI
Multi-domain BEM for two-dimensional problems of elastodynamics
S. Ahmad,Prasanta K. Banerjee +1 more
TL;DR: In this article, an advanced implementation of the boundary element technique for the periodic and transient dynamic analyses of two-dimensional elastic or visco elastic solids of arbitrary shape and connectivity is presented.
Journal ArticleDOI
Surface vibration propagation over a layered elastic half-space with an inclusion
TL;DR: In this article, an integral equation formulation of the problem is solved using a boundary element approach and the performance of the inclusion in impeding wave transmissions at a number of receiver positions is studied and measured in terms of insertion loss analogous to the study of noise barrier designs in outdoor sound propagation.
Related Papers (5)
A three-dimensional tunnel model for calculation of train-induced ground vibration
J.A. Forrest,Hem Hunt +1 more