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contributor authorGhangale, Dhananjay
contributor authorColaço, Aires
contributor authorAlves Costa, Pedro
contributor authorArcos, Robert
date accessioned2019-03-17T09:58:27Z
date available2019-03-17T09:58:27Z
date copyright2/13/2019 12:00:00 AM
date issued2019
identifier issn1048-9002
identifier othervib_141_03_031011.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255826
description abstractThis work is focused on the analysis of noise and vibration generated in underground railway tunnels due to train traffic. Specifically, an analysis of noise and vibration generated by train passage in an underground simple tunnel in a homogeneous full-space is presented. In this methodology, a two-and-a-half-dimensional coupled finite element and boundary element method (2.5D FEM-BEM) is used to model soil–structure interaction problems. The noise analysis inside the tunnel is performed using a 2.5D acoustic BEM considering a weak coupling. The method of fundamental solutions (MFS) is used to validate the acoustic BEM methodology. The influence of fastener stiffness on vibration and noise characteristic inside a simple tunnel is investigated.
publisherThe American Society of Mechanical Engineers (ASME)
titleA Methodology Based on Structural Finite Element Method-Boundary Element Method and Acoustic Boundary Element Method Models in 2.5D for the Prediction of Reradiated Noise in Railway-Induced Ground-Borne Vibration Problems
typeJournal Paper
journal volume141
journal issue3
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.4042518
journal fristpage31011
journal lastpage031011-14
treeJournal of Vibration and Acoustics:;2019:;volume( 141 ):;issue: 003
contenttypeFulltext


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