Numerical validation of a hybrid approach for the assessment of vibrations and re-radiated noise in buildings due to railway traffic

In this paper, a hybrid experimental/numerical methodology for the assessment of railway induced ground-borne noise and vibration in buildings based on experimental measurement in the ground surface is proposed and validated. The application of such approach is focused in the prediction of vibration...

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Autores: Alves Costa, Pedro, Arcos Villamarín, Robert|||0000-0001-6805-7482, Soares, Paulo, Colaço, Aires
Tipo de recurso: artículo
Fecha de publicación:2020
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/343149
Acceso en línea:https://hdl.handle.net/2117/343149
https://dx.doi.org/10.22068/IJRARE.7.2.1
Access Level:acceso abierto
Palabra clave:Railroads--Vibration
Soils--Vibration
Railroad tracks
Hybrid experimental/numerical methodology
Ground-borne noise and vibration
Two-dimensional modeling
Ground-borne vibration
Infrastructure assessment
Free-field measurements
Two dimensional model
Vibració -- Estructures
Ferrocarrils -- Vibració
Ferrocarrils -- Soroll
Vibració -- Mesurament
Àrees temàtiques de la UPC::Enginyeria civil::Infraestructures i modelització dels transports::Infraestructures i transport ferroviari
Àrees temàtiques de la UPC::Enginyeria mecànica::Mecànica::Vibracions mecàniques
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repository_id_str
spelling Numerical validation of a hybrid approach for the assessment of vibrations and re-radiated noise in buildings due to railway trafficAlves Costa, PedroArcos Villamarín, Robert|||0000-0001-6805-7482Soares, PauloColaço, AiresRailroads--VibrationSoils--VibrationRailroad tracksHybrid experimental/numerical methodologyGround-borne noise and vibrationTwo-dimensional modelingGround-borne vibrationInfrastructure assessmentFree-field measurementsTwo dimensional modelVibració -- EstructuresFerrocarrils -- VibracióFerrocarrils -- SorollVibració -- MesuramentÀrees temàtiques de la UPC::Enginyeria civil::Infraestructures i modelització dels transports::Infraestructures i transport ferroviariÀrees temàtiques de la UPC::Enginyeria mecànica::Mecànica::Vibracions mecàniquesIn this paper, a hybrid experimental/numerical methodology for the assessment of railway induced ground-borne noise and vibration in buildings based on experimental measurement in the ground surface is proposed and validated. The application of such approach is focused in the prediction of vibrations and re-radiated noise inside buildings to be constructed nearby existing railway infrastructures. Departing from this presuppose, experimental data about ground-borne vibrations in the free field, i.e., before building construction, can be measured. Based with these experimental data, a numerical model is constructed in order to compute a set of virtual forces applied in the ground that give rise to the same incident wave field induced by the railway infrastructure. These virtual forces are subsequently applied on a model of the building/soil system to obtain a prediction of the vibration that will be induced by the existing railway track to the studied building. In the present work, this methodology is presented and validated numerically by a two-dimensional example. The proposed hybrid model makes the simulation of vibrations inside future buildings close to railway infrastructures easier. Even more relevant, it reduces the uncertainty of the prediction due to the use of experimental measurements of the particular site to be studied20202020-12-2520212021-04-06journal articlehttp://purl.org/coar/resource_type/c_6501AMhttp://purl.org/coar/version/c_ab4af688f83e57aainfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/2117/343149https://dx.doi.org/10.22068/IJRARE.7.2.1reponame:UPCommons. Portal del coneixement obert de la UPCinstname:Universitat Politècnica de Catalunya (UPC)Inglésengopen accesshttp://purl.org/coar/access_right/c_abf2info:eu-repo/semantics/openAccessoai:upcommons.upc.edu:2117/3431492026-05-27T15:37:01Z
dc.title.none.fl_str_mv Numerical validation of a hybrid approach for the assessment of vibrations and re-radiated noise in buildings due to railway traffic
title Numerical validation of a hybrid approach for the assessment of vibrations and re-radiated noise in buildings due to railway traffic
spellingShingle Numerical validation of a hybrid approach for the assessment of vibrations and re-radiated noise in buildings due to railway traffic
Alves Costa, Pedro
Railroads--Vibration
Soils--Vibration
Railroad tracks
Hybrid experimental/numerical methodology
Ground-borne noise and vibration
Two-dimensional modeling
Ground-borne vibration
Infrastructure assessment
Free-field measurements
Two dimensional model
Vibració -- Estructures
Ferrocarrils -- Vibració
Ferrocarrils -- Soroll
Vibració -- Mesurament
Àrees temàtiques de la UPC::Enginyeria civil::Infraestructures i modelització dels transports::Infraestructures i transport ferroviari
Àrees temàtiques de la UPC::Enginyeria mecànica::Mecànica::Vibracions mecàniques
title_short Numerical validation of a hybrid approach for the assessment of vibrations and re-radiated noise in buildings due to railway traffic
title_full Numerical validation of a hybrid approach for the assessment of vibrations and re-radiated noise in buildings due to railway traffic
title_fullStr Numerical validation of a hybrid approach for the assessment of vibrations and re-radiated noise in buildings due to railway traffic
title_full_unstemmed Numerical validation of a hybrid approach for the assessment of vibrations and re-radiated noise in buildings due to railway traffic
title_sort Numerical validation of a hybrid approach for the assessment of vibrations and re-radiated noise in buildings due to railway traffic
dc.creator.none.fl_str_mv Alves Costa, Pedro
Arcos Villamarín, Robert|||0000-0001-6805-7482
Soares, Paulo
Colaço, Aires
author Alves Costa, Pedro
author_facet Alves Costa, Pedro
Arcos Villamarín, Robert|||0000-0001-6805-7482
Soares, Paulo
Colaço, Aires
author_role author
author2 Arcos Villamarín, Robert|||0000-0001-6805-7482
Soares, Paulo
Colaço, Aires
author2_role author
author
author
dc.subject.none.fl_str_mv Railroads--Vibration
Soils--Vibration
Railroad tracks
Hybrid experimental/numerical methodology
Ground-borne noise and vibration
Two-dimensional modeling
Ground-borne vibration
Infrastructure assessment
Free-field measurements
Two dimensional model
Vibració -- Estructures
Ferrocarrils -- Vibració
Ferrocarrils -- Soroll
Vibració -- Mesurament
Àrees temàtiques de la UPC::Enginyeria civil::Infraestructures i modelització dels transports::Infraestructures i transport ferroviari
Àrees temàtiques de la UPC::Enginyeria mecànica::Mecànica::Vibracions mecàniques
topic Railroads--Vibration
Soils--Vibration
Railroad tracks
Hybrid experimental/numerical methodology
Ground-borne noise and vibration
Two-dimensional modeling
Ground-borne vibration
Infrastructure assessment
Free-field measurements
Two dimensional model
Vibració -- Estructures
Ferrocarrils -- Vibració
Ferrocarrils -- Soroll
Vibració -- Mesurament
Àrees temàtiques de la UPC::Enginyeria civil::Infraestructures i modelització dels transports::Infraestructures i transport ferroviari
Àrees temàtiques de la UPC::Enginyeria mecànica::Mecànica::Vibracions mecàniques
description In this paper, a hybrid experimental/numerical methodology for the assessment of railway induced ground-borne noise and vibration in buildings based on experimental measurement in the ground surface is proposed and validated. The application of such approach is focused in the prediction of vibrations and re-radiated noise inside buildings to be constructed nearby existing railway infrastructures. Departing from this presuppose, experimental data about ground-borne vibrations in the free field, i.e., before building construction, can be measured. Based with these experimental data, a numerical model is constructed in order to compute a set of virtual forces applied in the ground that give rise to the same incident wave field induced by the railway infrastructure. These virtual forces are subsequently applied on a model of the building/soil system to obtain a prediction of the vibration that will be induced by the existing railway track to the studied building. In the present work, this methodology is presented and validated numerically by a two-dimensional example. The proposed hybrid model makes the simulation of vibrations inside future buildings close to railway infrastructures easier. Even more relevant, it reduces the uncertainty of the prediction due to the use of experimental measurements of the particular site to be studied
publishDate 2020
dc.date.none.fl_str_mv 2020
2020-12-25
2021
2021-04-06
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
AM
http://purl.org/coar/version/c_ab4af688f83e57aa
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv https://hdl.handle.net/2117/343149
https://dx.doi.org/10.22068/IJRARE.7.2.1
url https://hdl.handle.net/2117/343149
https://dx.doi.org/10.22068/IJRARE.7.2.1
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
dc.rights.openaire.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv open access
http://purl.org/coar/access_right/c_abf2
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.source.none.fl_str_mv reponame:UPCommons. Portal del coneixement obert de la UPC
instname:Universitat Politècnica de Catalunya (UPC)
instname_str Universitat Politècnica de Catalunya (UPC)
reponame_str UPCommons. Portal del coneixement obert de la UPC
collection UPCommons. Portal del coneixement obert de la UPC
repository.name.fl_str_mv
repository.mail.fl_str_mv
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score 15,301603