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    Prediction of Vibrations and Reradiated Noise Due to Railway Traffic: A Comprehensive Hybrid Model Based on a Finite Element Method and Method of Fundamental Solutions Approach

    Source: Journal of Vibration and Acoustics:;2017:;volume( 139 ):;issue: 006::page 61009
    Author:
    Colaço, Aires
    ,
    Alves Costa, Pedro
    ,
    Amado-Mendes, Paulo
    ,
    Godinho, Luís
    DOI: 10.1115/1.4036929
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The growing of railway infrastructures in urban environments demands accurate methods to predict and mitigate potential annoyance of the inhabitants of the surrounding buildings. The present paper aims to contribute to the goal by proposing a numerical model to predict vibrations and reradiated noise due to railway traffic. The model is based on a substructuring approach, where the whole propagation media are considered, from the vibration source (the vehicle–track interaction) to the receiver (the building and its interior acoustic environment). The system track–ground–building is simulated by a 2.5D finite element method–perfectly matched layers (FEM–PML) model, formulated in the frequency-wavenumber domain. The reradiated noise assessment is based on a 2.5D FEM–method of fundamental solutions (MFS) model, where the FEM is used to obtain the structural dynamic response. The structural displacements computed are used as the vibration input for the MFS model in order to assess the acoustic response inside the building's compartments. An application example is presented to assess vibrations and reradiated noise levels inside the building due to railway traffic. This is then followed by a discussion about the potential benefits of the introduction of floating-slab-track systems.
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      Prediction of Vibrations and Reradiated Noise Due to Railway Traffic: A Comprehensive Hybrid Model Based on a Finite Element Method and Method of Fundamental Solutions Approach

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    contributor authorColaço, Aires
    contributor authorAlves Costa, Pedro
    contributor authorAmado-Mendes, Paulo
    contributor authorGodinho, Luís
    date accessioned2017-11-25T07:20:14Z
    date available2017-11-25T07:20:14Z
    date copyright2017/1/8
    date issued2017
    identifier issn1048-9002
    identifier othervib_139_06_061009.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4236300
    description abstractThe growing of railway infrastructures in urban environments demands accurate methods to predict and mitigate potential annoyance of the inhabitants of the surrounding buildings. The present paper aims to contribute to the goal by proposing a numerical model to predict vibrations and reradiated noise due to railway traffic. The model is based on a substructuring approach, where the whole propagation media are considered, from the vibration source (the vehicle–track interaction) to the receiver (the building and its interior acoustic environment). The system track–ground–building is simulated by a 2.5D finite element method–perfectly matched layers (FEM–PML) model, formulated in the frequency-wavenumber domain. The reradiated noise assessment is based on a 2.5D FEM–method of fundamental solutions (MFS) model, where the FEM is used to obtain the structural dynamic response. The structural displacements computed are used as the vibration input for the MFS model in order to assess the acoustic response inside the building's compartments. An application example is presented to assess vibrations and reradiated noise levels inside the building due to railway traffic. This is then followed by a discussion about the potential benefits of the introduction of floating-slab-track systems.
    publisherThe American Society of Mechanical Engineers (ASME)
    titlePrediction of Vibrations and Reradiated Noise Due to Railway Traffic: A Comprehensive Hybrid Model Based on a Finite Element Method and Method of Fundamental Solutions Approach
    typeJournal Paper
    journal volume139
    journal issue6
    journal titleJournal of Vibration and Acoustics
    identifier doi10.1115/1.4036929
    journal fristpage61009
    journal lastpage061009-10
    treeJournal of Vibration and Acoustics:;2017:;volume( 139 ):;issue: 006
    contenttypeFulltext
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