{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,4,13]],"date-time":"2026-04-13T22:38:36Z","timestamp":1776119916158,"version":"3.50.1"},"reference-count":44,"publisher":"ASME International","issue":"3","content-domain":{"domain":["asmedigitalcollection.asme.org"],"crossmark-restriction":true},"short-container-title":[],"published-print":{"date-parts":[[2019,6,1]]},"abstract":"<jats:p>This 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\u2013structure 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.<\/jats:p>","DOI":"10.1115\/1.4042518","type":"journal-article","created":{"date-parts":[[2019,1,16]],"date-time":"2019-01-16T16:53:43Z","timestamp":1547657623000},"update-policy":"https:\/\/doi.org\/10.1115\/crossmarkpolicy-asme","source":"Crossref","is-referenced-by-count":16,"title":["A 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"],"prefix":"10.1115","volume":"141","author":[{"given":"Dhananjay","family":"Ghangale","sequence":"first","affiliation":[{"name":"Acoustica and Mechanical Engineering Laboratory (LEAM), Universitat Polit\u00e8cnica de Catalunya (UPC), c\/Colom, 11, Terrassa, Barcelona 08222, Spain e-mail:"}]},{"given":"Aires","family":"Cola\u00e7o","sequence":"additional","affiliation":[{"name":"CONSTRUCT, Faculty of Engineering (FEUP), University of Porto, Rua Dr. Roberto Frias, Porto 4200-465, Portugal e-mail:"}]},{"given":"Pedro","family":"Alves Costa","sequence":"additional","affiliation":[{"name":"CONSTRUCT, Faculty of Engineering (FEUP), University of Porto, Rua Dr. Roberto Frias, Porto 4200-465, Portugal e-mail:"}]},{"given":"Robert","family":"Arcos","sequence":"additional","affiliation":[{"name":"Acoustical and Mechanical Engineering Laboratory (LEAM), Serra H\u00fanter fellow, Universitat Polit\u00e8cnica de Catalunya, c\/Colom, 11, Terrassa, Barcelona 08222, Spain e-mail:"}]}],"member":"33","published-online":{"date-parts":[[2019,2,13]]},"reference":[{"key":"2019100622290064800_bib1","doi-asserted-by":"publisher","first-page":"46","DOI":"10.1016\/j.apacoust.2015.04.007","article-title":"Short-Term Noise Annoyance Assessment in Passenger Compartments of High-Speed Trains Under Sudden Variation","volume":"97","year":"2015","journal-title":"Appl. Acoust."},{"issue":"2","key":"2019100622290064800_bib2","doi-asserted-by":"publisher","first-page":"1071","DOI":"10.1121\/1.4812771","article-title":"Effect of Train Type on Annoyance and Acoustic Features of the Rolling Noise","volume":"134","year":"2013","journal-title":"J. Acoust. Soc. Am."},{"issue":"6","key":"2019100622290064800_bib3","doi-asserted-by":"publisher","first-page":"3976","DOI":"10.1121\/1.4938223","article-title":"Speech Privacy and Annoyance Considerations in the Acoustic Environment of Passenger Cars of High-Speed Trains","volume":"138","year":"2015","journal-title":"J. Acoust. Soc. Am."},{"issue":"6","key":"2019100622290064800_bib4","doi-asserted-by":"publisher","first-page":"917","DOI":"10.1002\/eqe.4290240609","article-title":"Dynamic Analysis of Large 3-D Underground Structures by the BEM","volume":"24","year":"1995","journal-title":"Earthquake Eng. Struct. Dyn."},{"issue":"6","key":"2019100622290064800_bib5","doi-asserted-by":"publisher","first-page":"443","DOI":"10.1016\/S0955-7997(01)00042-X","article-title":"3D Acoustic Scattering From an Irregular Fluid Waveguide Via the BEM","volume":"25","year":"2001","journal-title":"Eng. Anal. Boundary Elem."},{"issue":"6","key":"2019100622290064800_bib6","doi-asserted-by":"publisher","first-page":"595","DOI":"10.1016\/S0003-682X(01)00064-0","article-title":"Sound Propagation Around Rigid Barriers Laterally Confined by Tall Buildings","volume":"63","year":"2002","journal-title":"Appl. Acoust."},{"issue":"10","key":"2019100622290064800_bib7","doi-asserted-by":"publisher","first-page":"2386","DOI":"10.1016\/j.jsv.2012.01.003","article-title":"Simulation of Sound Absorption in 2D Thin Elements Using a Coupled BEM\/TBEM Formulation in the Presence of Fixed and Moving 3D Sources","volume":"331","year":"2012","journal-title":"J. Sound Vib."},{"issue":"3\u20135","key":"2019100622290064800_bib8","doi-asserted-by":"publisher","first-page":"611","DOI":"10.1016\/j.jsv.2005.08.044","article-title":"Coupled Boundary and Finite Element Analysis of Vibration From Railway Tunnels a Comparison of Two and Three Dimensional Models","volume":"293","year":"2006","journal-title":"J. Sound Vib."},{"issue":"5","key":"2019100622290064800_bib9","doi-asserted-by":"publisher","first-page":"1938","DOI":"10.1121\/1.399320","article-title":"Coupled Finite Element\/Boundary Element Approach for Fluid-Structure Interaction","volume":"87","year":"1990","journal-title":"J. Acoust. Soc. Am."},{"issue":"1","key":"2019100622290064800_bib10","doi-asserted-by":"publisher","first-page":"140","DOI":"10.1016\/j.enganabound.2010.05.003","article-title":"A Coupled ES-FEM\/BEM Method for Fluid-Structure Interaction Problems","volume":"35","year":"2011","journal-title":"Eng. Anal. Boundary Elem."},{"key":"2019100622290064800_bib11","doi-asserted-by":"publisher","first-page":"125","DOI":"10.1016\/j.compstruc.2012.04.014","article-title":"An ES-FEM for Accurate Analysis of 3D Mid-Frequency Acoustics Using Tetrahedron Mesh","volume":"106\u2013107","year":"2012","journal-title":"Comput. Struct."},{"issue":"6","key":"2019100622290064800_bib12","doi-asserted-by":"publisher","first-page":"567","DOI":"10.1007\/s004660050504","article-title":"Periodic BEM and FEM-BEM Coupling\u2014Application to Seismic Behaviour of Very Long Structures","volume":"25","year":"2000","journal-title":"Comput. Mech."},{"issue":"7","key":"2019100622290064800_bib13","doi-asserted-by":"publisher","first-page":"608","DOI":"10.1016\/j.soildyn.2006.12.007","article-title":"A Comparison of Two Numerical Models for the Prediction of Vibrations From Underground Railway Traffic","volume":"27","year":"2007","journal-title":"Soil Dyn. Earthquake Eng."},{"issue":"3","key":"2019100622290064800_bib14","doi-asserted-by":"publisher","first-page":"608","DOI":"10.1016\/j.jsv.2007.07.016","article-title":"Prediction of Vibrations Induced by Underground Railway Traffic in Beijing","volume":"310","year":"2008","journal-title":"J. Sound Vib."},{"issue":"1\u20132","key":"2019100622290064800_bib15","doi-asserted-by":"publisher","first-page":"173","DOI":"10.1016\/j.jsv.2004.04.010","article-title":"Freefield Vibrations Due to Dynamic Loading on a Tunnel Embedded in a Stratified Medium","volume":"283","year":"2005","journal-title":"J. Sound Vib."},{"issue":"3\u20135","key":"2019100622290064800_bib16","doi-asserted-by":"publisher","first-page":"937","DOI":"10.1016\/S0022-460X(03)00782-X","article-title":"A Theoretical Model for Ground Vibration From Trains Generated by Vertical Track Irregularities","volume":"272","year":"2004","journal-title":"J. Sound Vib."},{"issue":"4","key":"2019100622290064800_bib17","doi-asserted-by":"publisher","first-page":"434","DOI":"10.1177\/0954409711433686","article-title":"Influence of Train Dynamic Modelling Strategy on the Prediction of Track-Ground Vibrations Induced by Railway Traffic","volume":"226","year":"2012","journal-title":"Proc. Inst. Mech. Eng., Part F"},{"issue":"23\u201324","key":"2019100622290064800_bib18","doi-asserted-by":"publisher","first-page":"1536","DOI":"10.1016\/j.cma.2010.01.001","article-title":"A 2.5D Coupled FE-BE Methodology for the Dynamic Interaction Between Longitudinally Invariant Structures and a Layered Halfspace","volume":"199","year":"2010","journal-title":"Comput. Methods Appl. Mech. Eng."},{"issue":"3\u20135","key":"2019100622290064800_bib19","doi-asserted-by":"publisher","first-page":"1036","DOI":"10.1016\/j.jsv.2008.07.003","article-title":"Ground-Borne Vibration Due to Static and Dynamic Axle Loads of InterCity and High-Speed Trains","volume":"319","year":"2009","journal-title":"J. Sound Vib."},{"issue":"6","key":"2019100622290064800_bib20","doi-asserted-by":"publisher","first-page":"632","DOI":"10.1007\/s11433-008-0060-3","article-title":"Numerical Simulation of High-Speed Train Induced Ground Vibrations Using 2.5D Finite Element Approach","volume":"51","year":"2008","journal-title":"Sci. China, Ser. G: Phys., Mech. Astron."},{"issue":"2059","key":"2019100622290064800_bib21","doi-asserted-by":"publisher","first-page":"2043","DOI":"10.1098\/rspa.2005.1450","article-title":"Modelling Ground Vibration From Railways Using Wavenumber Finite- and Boundary-Element Methods","volume":"461","year":"2005","journal-title":"Proc. R. Soc. A"},{"issue":"3\u20135","key":"2019100622290064800_bib22","doi-asserted-by":"publisher","first-page":"575","DOI":"10.1016\/j.jsv.2005.08.040","article-title":"Prediction of Ground Vibration From Trains Using the Wavenumber Finite and Boundary Element Methods","volume":"293","year":"2006","journal-title":"J. Sound Vib."},{"key":"2019100622290064800_bib23","doi-asserted-by":"crossref","first-page":"1743","DOI":"10.1785\/BSSA0710061743","article-title":"Stiffness Matrices for Layered Soils","volume":"71","year":"1981","journal-title":"Bull. Seismol. Soc. Am."},{"key":"2019100622290064800_bib24","doi-asserted-by":"publisher","first-page":"154","DOI":"10.1016\/j.soildyn.2018.07.031","article-title":"A Method Based on 3D Stiffness Matrices in Cartesian Coordinates for Computation of 2.5D Elastodynamic Green's Functions of Layered Half-Spaces","volume":"114","year":"2018","journal-title":"Soil Dyn. Earthquake Eng."},{"key":"2019100622290064800_bib25","doi-asserted-by":"publisher","first-page":"269","DOI":"10.1016\/j.soildyn.2014.02.013","article-title":"Numerical Modeling of Vibrations Induced by Railway Traffic in Tunnels: From the Source to the Nearby Buildings","volume":"61\u201362","year":"2014","journal-title":"Soil Dyn. Earthquake Eng."},{"key":"2019100622290064800_bib26","doi-asserted-by":"publisher","first-page":"141","DOI":"10.1016\/j.engstruct.2015.09.013","article-title":"2.5D MFS-FEM Model for the Prediction of Vibrations Due to Underground Railway Traffic","volume":"104","year":"2015","journal-title":"Eng. Struct."},{"key":"2019100622290064800_bib27","doi-asserted-by":"publisher","first-page":"64","DOI":"10.1016\/j.enganabound.2014.09.013","article-title":"3D Numerical Modelling of Acoustic Horns Using the Method of Fundamental Solutions","volume":"51","year":"2015","journal-title":"Eng. Anal. Boundary Elem."},{"issue":"12","key":"2019100622290064800_bib28","doi-asserted-by":"publisher","first-page":"1383","DOI":"10.1016\/j.enganabound.2009.06.007","article-title":"Defining an Accurate MFS Solution for 2.5D Acoustic and Elastic Wave Propagation","volume":"33","year":"2009","journal-title":"Eng. Anal. Boundary Elem."},{"key":"2019100622290064800_bib29","doi-asserted-by":"publisher","first-page":"307","DOI":"10.1016\/j.soildyn.2017.10.021","article-title":"2.5D Coupled FEM-SBFEM Analysis of Ground Vibrations Induced by Train Movement","volume":"104","year":"2018","journal-title":"Soil Dyn. Earthquake Eng."},{"issue":"2","key":"2019100622290064800_bib30","doi-asserted-by":"publisher","first-page":"148","DOI":"10.1002\/nme.4801","article-title":"2.5D Coupled BEM-FEM Used to Model Fluid and Solid Scattering Wave","volume":"101","year":"2014","journal-title":"Int. J. Numer. Methods Eng."},{"key":"2019100622290064800_bib31","doi-asserted-by":"publisher","first-page":"26","DOI":"10.1016\/j.enganabound.2016.12.008","article-title":"Modelling of Acoustic and Elastic Wave Propagation From Underground Structures Using a 2.5D BEM-FEM Approach","volume":"76","year":"2017","journal-title":"Eng. Anal. Boundary Elem."},{"issue":"3\u20135","key":"2019100622290064800_bib32","doi-asserted-by":"publisher","first-page":"718","DOI":"10.1016\/j.jsv.2006.10.019","article-title":"Numerical Modelling of Ground-Borne Noise and Vibration in Buildings Due to Surface Rail Traffic","volume":"301","year":"2007","journal-title":"J. Sound Vib."},{"key":"2019100622290064800_bib33","doi-asserted-by":"crossref","unstructured":"Fiala, P., Gupta, S., Degrande, G., and Augusztinovicz, F., 2008, \u201cA Numerical Model for Re-Radiated Noise in Buildings,\u201d Ninth International Workshop on Railway Noise, Munich, Germany, Sept. 4\u20138, pp. 115\u2013121.","DOI":"10.1007\/978-3-540-74893-9_16"},{"issue":"6","key":"2019100622290064800_bib34","doi-asserted-by":"publisher","first-page":"061009","DOI":"10.1115\/1.4036929","article-title":"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","volume":"139","year":"2017","journal-title":"ASME J. Vib. Acoust."},{"key":"2019100622290064800_bib35","doi-asserted-by":"publisher","first-page":"160","DOI":"10.1016\/j.jsv.2017.02.024","article-title":"Vibration and Sound Radiation of Slab High-Speed Railway Tracks Subject to a Moving Harmonic Load","volume":"395","year":"2017","journal-title":"J. Sound Vib."},{"key":"2019100622290064800_bib36","doi-asserted-by":"publisher","first-page":"79","DOI":"10.1016\/j.apacoust.2018.06.018","article-title":"Experimental Validation of a FEM-MFS Hybrid Numerical Approach for Vibro-Acoustic Prediction","volume":"141","year":"2018","journal-title":"Appl. Acoust."},{"issue":"1","key":"2019100622290064800_bib37","doi-asserted-by":"publisher","first-page":"111","DOI":"10.1016\/j.soildyn.2011.09.002","article-title":"Track-Ground Vibrations Induced by Railway Traffic: In-Situ Measurements and Validation of a 2.5D FEM-BEM Model","volume":"32","year":"2012","journal-title":"Soil Dyn. Earthquake Eng."},{"issue":"7","key":"2019100622290064800_bib38","doi-asserted-by":"publisher","first-page":"1072","DOI":"10.1016\/j.soildyn.2011.02.004","article-title":"Determination of the Near Field Distance for Point and Line Sources Acting on the Surface of an Homogeneous and Viscoelastic Half-Space","volume":"31","year":"2011","journal-title":"Soil Dyn. Earthquake Eng."},{"key":"2019100622290064800_bib39","volume-title":"Boundary Integral Equation Methods for Solids and Fluids","year":"1999"},{"issue":"5","key":"2019100622290064800_bib40","doi-asserted-by":"publisher","first-page":"568","DOI":"10.1121\/1.1907753","article-title":"Three-Dimensional Investigation of the Propagation of Waves in Hollow Circular Cylinders\u2014I: Analytical Foundation","volume":"31","year":"1959","journal-title":"J. Acoust. Soc. Am."},{"issue":"4\u20135","key":"2019100622290064800_bib41","doi-asserted-by":"publisher","first-page":"678","DOI":"10.1016\/j.jsv.2005.12.032","article-title":"A Three-Dimensional Tunnel Model for Calculation of Train-Induced Ground Vibration","volume":"294","year":"2006","journal-title":"J. Sound Vib."},{"key":"2019100622290064800_bib42","article-title":"High-Speed Ground Transportation Noise and Vibration Impact Assessment","volume-title":"DOT\/FRA\/ORD-12\/15","year":"2012"},{"issue":"10","key":"2019100622290064800_bib43","doi-asserted-by":"publisher","first-page":"1093","DOI":"10.1061\/(ASCE)0733-9399(2000)126:10(1093)","article-title":"Green's Functions for Two-and-a-Half-Dimensional Elastodynamic Problems","volume":"126","year":"2000","journal-title":"J. Eng. Mech."},{"key":"2019100622290064800_bib44","unstructured":"Desmet, W., and Vandepitte, D., 2005, \u201cFinite Element Modeling for Acoustics,\u201d International Seminar on Applied Acoustics (ISAAC13), Leuven, Belgium, pp. 37\u201385."}],"container-title":["Journal of Vibration and Acoustics"],"original-title":[],"language":"en","link":[{"URL":"http:\/\/asmedigitalcollection.asme.org\/vibrationacoustics\/article-pdf\/doi\/10.1115\/1.4042518\/6351761\/vib_141_03_031011.pdf","content-type":"application\/pdf","content-version":"vor","intended-application":"syndication"},{"URL":"http:\/\/asmedigitalcollection.asme.org\/vibrationacoustics\/article-pdf\/doi\/10.1115\/1.4042518\/6351761\/vib_141_03_031011.pdf","content-type":"unspecified","content-version":"vor","intended-application":"similarity-checking"}],"deposited":{"date-parts":[[2022,9,10]],"date-time":"2022-09-10T11:31:42Z","timestamp":1662809502000},"score":1,"resource":{"primary":{"URL":"https:\/\/asmedigitalcollection.asme.org\/vibrationacoustics\/article\/doi\/10.1115\/1.4042518\/472448\/A-Methodology-Based-on-Structural-Finite-Element"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2019,2,13]]},"references-count":44,"journal-issue":{"issue":"3","published-print":{"date-parts":[[2019,6,1]]}},"URL":"https:\/\/doi.org\/10.1115\/1.4042518","relation":{},"ISSN":["1048-9002","1528-8927"],"issn-type":[{"value":"1048-9002","type":"print"},{"value":"1528-8927","type":"electronic"}],"subject":[],"published":{"date-parts":[[2019,2,13]]},"article-number":"031011"}}