A procedure for the evaluation of vibrations induced by the passing of a train and its application to real railway traffic

DOI10.1016/J.MCM.2010.07.016zbMath1211.74118OpenAlexW2089303087MaRDI QIDQ534801

Clara Zamorano, Pablo Salvador, Antonio Villanueva, Julia Real

Publication date: 10 May 2011

Published in: Mathematical and Computer Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.mcm.2010.07.016

zbMATH Keywords

Fourier transformTimoshenko beamrailwaysground vibrationstrain passing

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45)

Related Items (1)

Modelling vibrations caused by tram movement on slab track line

Cites Work

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• The effect of the interface conditions on the dynamic response of a beam on a half-space to a moving load
• Wavelet approach to vibratory analysis of surface due to a load moving in the layer
• Response of beams resting on viscoelastically damped foundation to moving oscillators
• Dynamic analysis of beams on viscoelastic foundation
• Analysis of ground motion due to moving surface loads induced by high-speed trains
• Three-dimensional modelling of train-track and sub-soil analysis for surface vibrations due to moving loads
• Wave Propagation in Layered Soils: Theoretical Solution in Wavenumber Domain and Experimental Results of Hammer and Railway Traffic Excitation

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