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

Author:

Colaço Aires1,Alves Costa Pedro1,Amado-Mendes Paulo2,Godinho Luís2

Affiliation:

1. CONSTRUCT, Faculty of Engineering (FEUP), University of Porto, Rua Dr. Roberto Frias, Porto 4200-465, Portugal e-mail:

2. ISISE, Department of Civil Engineering, University of Coimbra, Pólo II, Rua Luís Reis Santos, Coimbra 3030-788, Portugal e-mail:

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.

Funder

H2020 Marie Skłodowska-Curie Actions

Fundação para a Ciência e a Tecnologia

European Regional Development Fund

Publisher

ASME International

Subject

General Engineering

Reference42 articles.

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3. Track–Ground Vibrations Induced by Railway Traffic: In-Situ Measurements and Validation of a 2.5D FEM–BEM Model;Soil Dyn. Earthquake Eng.,2012

4. Numerical Modelling of Vibrations Induced by Railway Traffic in Tunnels: From the Source to the Nearby Buildings;Soil Dyn. Earthquake Eng.,2014

5. 2.5D MFS–FEM Model for the Prediction of Vibrations Due to Underground Railway Traffic;Eng. Struct.,2015

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