VibraSIG - Modeling railway structure-borne noise and vibrations and implementation in QGIS geographic information software

In the context of engineering studies for passenger rail line projects, a method for predicting vibration and structure-borne noise levels in buildings close to the line is needed on the scale of a town or territory. ACOUSTB has developed VibraSig, a method for calculating railway vibration and structure-borne noise, based on two numerical models (VibraFer, CSTB and MEFISSTO, CSTB). A numerical model in VibraFer is used to define a railway excitation source term. A numerical model in MEFISSTO is used to calculate the vibratory response of the tunnel and the ground up to the building on a cross-section. A statistical building response model is used to estimate structure-borne noise and floor vibration levels. Finally, the method for predicting vibration and structure-borne noise levels is extended to the entire project route, and the results are visualized for each building on a Geographic Information System (GIS).

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Publication Details

Journal
NOISE-CON proceedings
Published
2024-10-04
DOI
https://doi.org/10.3397/in_2024_4219
Primary Topic
Geographic Information Systems Studies
Type
article
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article

VibraSIG - Modeling railway structure-borne noise and vibrations and implementation in QGIS geographic information software

Clémence LABREVEUX SIDELNIK, Robin WALTHER
NOISE-CON proceedings
Geographic Information Systems Studies
article

VibraSIG - Modeling railway structure-borne noise and vibrations and implementation in QGIS geographic information software

Clémence LABREVEUX SIDELNIK, Robin WALTHER
article en

Abstract

In the context of engineering studies for passenger rail line projects, a method for predicting vibration and structure-borne noise levels in buildings close to the line is needed on the scale of a town or territory. ACOUSTB has developed VibraSig, a method for calculating railway vibration and structure-borne noise, based on two numerical models (VibraFer, CSTB and MEFISSTO, CSTB). A numerical model in VibraFer is used to define a railway excitation source term. A numerical model in MEFISSTO is used to calculate the vibratory response of the tunnel and the ground up to the building on a cross-section. A statistical building response model is used to estimate structure-borne noise and floor vibration levels. Finally, the method for predicting vibration and structure-borne noise levels is extended to the entire project route, and the results are visualized for each building on a Geographic Information System (GIS).

NOISE-CON proceedingsVol. 270(2)
Egis (France) (FR)
Sustainable cities and communities
Openalex Percentile: Top 71%
Geographic Information Systems Studies
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