Numerical modeling of vibrations induced by railway traffic in tunnels: From the source to the nearby buildings
In this paper, a numerical approach for the prediction of vibrations induced in buildings due to railway traffic in tunnel is proposed. The numerical method is based on a sub-structuring approach, where the train is simulated by a multi-body model; the track–tunnel–ground system is modeled by a 2.5D...
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| Published in: | Soil dynamics and earthquake engineering (1984) Vol. 61-62; pp. 269 - 285 |
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| Main Authors: | , , , , |
| Format: | Journal Article |
| Language: | English |
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01-06-2014
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| Abstract | In this paper, a numerical approach for the prediction of vibrations induced in buildings due to railway traffic in tunnel is proposed. The numerical method is based on a sub-structuring approach, where the train is simulated by a multi-body model; the track–tunnel–ground system is modeled by a 2.5D FEM–PML approach; and the building by resource to a 3D FEM method. The coupling of the building to the ground is established taking into account the soil–structure-interaction (SSI). The methodology proposed allows dealing with the three-dimensional characteristics of the problem with a reasonable computational effort. Using the proposed model, a numerical study is developed in order to better discern the impact of the use of floating slabs systems for the isolation of vibrations in the tunnel on the dynamic response of a building located in the surrounding of the tunnel. The comparison between isolated and non-isolated scenarios allowed concluding that the mats stiffness is a key parameter on the efficiency of floating slab systems. Furthermore, it was found that the selection of the stiffness of the mats should be performed carefully in order to avoid amplification of vertical vibrations of the slabs of the building.
•Numerical modeling of track-ground vibrations induced by traffic.•Mitigation of vibrations induced by railway traffic.•Soil–structure interaction.•Dynamic train–track–tunnel–ground–structure interaction. |
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| AbstractList | In this paper, a numerical approach for the prediction of vibrations induced in buildings due to railway traffic in tunnel is proposed. The numerical method is based on a sub-structuring approach, where the train is simulated by a multi-body model; the track–tunnel–ground system is modeled by a 2.5D FEM–PML approach; and the building by resource to a 3D FEM method. The coupling of the building to the ground is established taking into account the soil–structure-interaction (SSI). The methodology proposed allows dealing with the three-dimensional characteristics of the problem with a reasonable computational effort. Using the proposed model, a numerical study is developed in order to better discern the impact of the use of floating slabs systems for the isolation of vibrations in the tunnel on the dynamic response of a building located in the surrounding of the tunnel. The comparison between isolated and non-isolated scenarios allowed concluding that the mats stiffness is a key parameter on the efficiency of floating slab systems. Furthermore, it was found that the selection of the stiffness of the mats should be performed carefully in order to avoid amplification of vertical vibrations of the slabs of the building.
•Numerical modeling of track-ground vibrations induced by traffic.•Mitigation of vibrations induced by railway traffic.•Soil–structure interaction.•Dynamic train–track–tunnel–ground–structure interaction. |
| Author | Cardoso, A. Silva Costa, P. Alves Calçada, R. Lopes, Patrícia Ferraz, M. |
| Author_xml | – sequence: 1 givenname: Patrícia surname: Lopes fullname: Lopes, Patrícia email: cpl@isep.ipp.pt organization: University of Porto, Faculty of Engineering, Porto, Portugal – sequence: 2 givenname: P. Alves surname: Costa fullname: Costa, P. Alves email: pacosta@fe.up.pt organization: University of Porto, Faculty of Engineering, Porto, Portugal – sequence: 3 givenname: M. surname: Ferraz fullname: Ferraz, M. email: ferraz@fe.up.pt organization: University of Porto, Faculty of Engineering, Porto, Portugal – sequence: 4 givenname: R. surname: Calçada fullname: Calçada, R. email: ruiabc@fe.up.pt organization: University of Porto, Faculty of Engineering, Porto, Portugal – sequence: 5 givenname: A. Silva surname: Cardoso fullname: Cardoso, A. Silva email: scardoso@fe.up.pt organization: University of Porto, Faculty of Engineering, Porto, Portugal |
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| Cites_doi | 10.1002/nme.2397 10.1061/(ASCE)EM.1943-7889.0000407 10.1061/(ASCE)1090-0241(2008)134:11(1633) 10.1061/JMCEA3.0001144 10.1016/j.soildyn.2012.07.014 10.1061/(ASCE)0733-9399(2004)130:12(1394) 10.1016/S0045-7825(02)00642-4 10.1016/j.soildyn.2006.12.007 10.1061/(ASCE)0733-9399(2004)130:12(1377) 10.1016/j.jsv.2006.03.048 10.1016/j.jsv.2009.05.029 10.1061/(ASCE)0733-9410(1991)117:9(1363) 10.1006/jsvi.1999.2232 10.1016/j.soildyn.2010.07.001 10.1002/nme.208 10.1016/j.jsv.2011.07.035 10.1142/S0218396X96000118 10.1016/j.jsv.2008.07.003 10.1016/S0022-460X(03)00728-4 10.1016/j.jsv.2004.04.010 10.1016/j.soildyn.2006.11.008 10.1631/jzus.A12ISGT5 10.1016/j.jsv.2005.08.040 10.1016/j.soildyn.2011.09.002 10.1016/j.soildyn.2010.04.003 10.1016/j.jsv.2009.10.037 10.1016/j.jsv.2007.03.068 10.1016/j.soildyn.2012.06.014 10.1016/j.soildyn.2009.11.002 10.1006/jcph.1994.1159 10.1016/j.cma.2010.01.001 10.1016/j.soildyn.2009.09.004 |
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| References | Gupta, Degrande (bib31) 2010; 329 Lombaert, Degrande (bib11) 2009; 319 Hussein, Hunt (bib2) 2009; 181 Yang, Hung (bib13) 2008; 134 Berenger (bib22) 1994; 114 Sheng, Jones, Thompson (bib32) 2003; 267 Romero, Solís, Domínguez, Galvín (bib45) 2013; 47 Kuo, Hunt, Hussein (bib3) 2011; 330 Ferraz (bib37) 2010 Lopes, AlvesCosta, Calçada, SilvaCardoso (bib42) 2013 Hussein M, Hunt H, Kuo K, Alves Costa P, Barbosa J. The dynamic effect of a piled-foundation building on an incident vibration field from an underground railway tunnel. In: Proceeding of the International Congress on Sound and Vibration (ICV20); 2013. Bian, Jin, Jiang (bib19) 2012; 13 Romero, Solís, Galvín (bib28) 2013 Lopes P, Alves Costa P, Calçada R, Silva Cardoso A. Análise numérica de vibrações induzidas por tráfego ferroviário em túneis baseada em modelos 2.5D. In: Correia G, editor. 12° Congresso Nacional de Geotecnia; Guimarães 2010. p. CD-ROM publication. Yang, Hung (bib18) 2001; 51 Hussein, Hunt (bib1) 2007; 305 Pyl, Degrande, Clouteau (bib25) 2004; 130 Chew, Liu (bib23) 1996; 4 Auersch (bib40) 2011; 2011 Auersch (bib43) 2010; 30 Gupta, Stanus, Lombaert, Degrande (bib41) 2009; 327 Gupta, Berghe, Lombaert, Degrande (bib6) 2010; 30 Alves Costa P, Calçada R, Couto Marques J, Cardoso A. A 2.5D finite element model for simulation of unbounded domains under dynamic loading. In: Benz T, Nordal S, editors. 7th European conference on numerical methods in geotechnical engineering; 3-5 june;trondheim 2010. p. 782–90. Lysmer, Kuhlemeyer (bib16) 1969; 95 Basu (bib20) 2009; 77 Basu, Chopra (bib21) 2003; 192 François, Pyl, Masoumi, Degrande (bib27) 2007; 27 Clouteau, Arnst, Al-Hussaini, Degrande (bib8) 2005; 283 Lombaert, Degrande, Kogut, François (bib33) 2006; 297 Sheng, Jones, Thompson (bib12) 2006; 293 Pyl, Degrande, Lombaert, Haegeman (bib26) 2004; 130 Auersch (bib39) 2012; 138 Alves Costa, Calçada, Silva Cardoso (bib30) 2012; 42 Sheng, Jones, Petyt (bib38) 1999; 225 Galvín, François, Schevenels, Bongini, Degrande, Lombaert (bib5) 2010; 30 Bian X, Zeng E, Chen Y. Ground motions generated by harmonic loads moving in subway tunnel. In: Proceedings of the third international symposium on environmental vibrations: prediction, monitoring, mitigation and evaluation. Taipei, Taiwan; 2007. Gupta, Hussein, Degrande, Hunt, Clouteau (bib7) 2007; 27 Muller (bib4) 2007 Johnson (bib24) 2010 Alves Costa, Calçada, Silva Cardoso, Bodare (bib35) 2010; 30 Gazetas (bib44) 1991; 117 Alves Costa, Calçada, Cardoso (bib14) 2012; 32 Lopes, P, et al. Modeling of infinite structures by 2.5D FEM-PML. Application to the simulation of vibrations induced in tunnels, in Railways 2012. The first international conference on railway technology: research, development and maintenance, Pombo J, editor. Tenerife, Canarias; 2012. François, Schevenels, Galvín, Lombaert, Degrande (bib15) 2010; 199 Alves Costa, Calçada, Cardoso (bib34) 2012; 226 Alves Costa (10.1016/j.soildyn.2014.02.013_bib14) 2012; 32 Lombaert (10.1016/j.soildyn.2014.02.013_bib11) 2009; 319 Gupta (10.1016/j.soildyn.2014.02.013_bib31) 2010; 329 Sheng (10.1016/j.soildyn.2014.02.013_bib32) 2003; 267 10.1016/j.soildyn.2014.02.013_bib9 Kuo (10.1016/j.soildyn.2014.02.013_bib3) 2011; 330 Ferraz (10.1016/j.soildyn.2014.02.013_bib37) 2010 Lopes (10.1016/j.soildyn.2014.02.013_bib42) 2013 Pyl (10.1016/j.soildyn.2014.02.013_bib26) 2004; 130 Alves Costa (10.1016/j.soildyn.2014.02.013_bib30) 2012; 42 Yang (10.1016/j.soildyn.2014.02.013_bib18) 2001; 51 Basu (10.1016/j.soildyn.2014.02.013_bib20) 2009; 77 Alves Costa (10.1016/j.soildyn.2014.02.013_bib35) 2010; 30 Sheng (10.1016/j.soildyn.2014.02.013_bib38) 1999; 225 Romero (10.1016/j.soildyn.2014.02.013_bib28) 2013 Gazetas (10.1016/j.soildyn.2014.02.013_bib44) 1991; 117 10.1016/j.soildyn.2014.02.013_bib17 François (10.1016/j.soildyn.2014.02.013_bib27) 2007; 27 Lombaert (10.1016/j.soildyn.2014.02.013_bib33) 2006; 297 Chew (10.1016/j.soildyn.2014.02.013_bib23) 1996; 4 Lysmer (10.1016/j.soildyn.2014.02.013_bib16) 1969; 95 Auersch (10.1016/j.soildyn.2014.02.013_bib40) 2011; 2011 Johnson (10.1016/j.soildyn.2014.02.013_bib24) 2010 Auersch (10.1016/j.soildyn.2014.02.013_bib43) 2010; 30 Auersch (10.1016/j.soildyn.2014.02.013_bib39) 2012; 138 Hussein (10.1016/j.soildyn.2014.02.013_bib1) 2007; 305 Berenger (10.1016/j.soildyn.2014.02.013_bib22) 1994; 114 Gupta (10.1016/j.soildyn.2014.02.013_bib6) 2010; 30 Yang (10.1016/j.soildyn.2014.02.013_bib13) 2008; 134 Pyl (10.1016/j.soildyn.2014.02.013_bib25) 2004; 130 Gupta (10.1016/j.soildyn.2014.02.013_bib7) 2007; 27 Gupta (10.1016/j.soildyn.2014.02.013_bib41) 2009; 327 Sheng (10.1016/j.soildyn.2014.02.013_bib12) 2006; 293 Bian (10.1016/j.soildyn.2014.02.013_bib19) 2012; 13 10.1016/j.soildyn.2014.02.013_bib10 Galvín (10.1016/j.soildyn.2014.02.013_bib5) 2010; 30 Basu (10.1016/j.soildyn.2014.02.013_bib21) 2003; 192 Clouteau (10.1016/j.soildyn.2014.02.013_bib8) 2005; 283 10.1016/j.soildyn.2014.02.013_bib36 10.1016/j.soildyn.2014.02.013_bib29 Romero (10.1016/j.soildyn.2014.02.013_bib45) 2013; 47 Muller (10.1016/j.soildyn.2014.02.013_bib4) 2007 Hussein (10.1016/j.soildyn.2014.02.013_bib2) 2009; 181 Alves Costa (10.1016/j.soildyn.2014.02.013_bib34) 2012; 226 François (10.1016/j.soildyn.2014.02.013_bib15) 2010; 199 |
| References_xml | – volume: 32 start-page: 111 year: 2012 end-page: 128 ident: bib14 article-title: Track–ground vibrations induced by railway traffic: in-situ measurements and validation of a 2.5D FEM-BEM model publication-title: Soil Dyn Earthquake Eng contributor: fullname: Cardoso – start-page: 2013 year: 2013 ident: bib28 article-title: High-speed train passage effects in buildings: vibration assessment and isolation publication-title: Compdyn contributor: fullname: Galvín – volume: 13 start-page: 870 year: 2012 end-page: 876 ident: bib19 article-title: Ground-borne vibrations due to dynamic loading from moving trains in subway tunnels publication-title: J Zhejiang Univ – Sci A (Appl Phys Eng) contributor: fullname: Jiang – volume: 130 start-page: 1377 year: 2004 end-page: 1393 ident: bib26 article-title: Validation of source-receiver model for road traffic induced vibrations in buildings. I: Source model publication-title: J Eng Mech contributor: fullname: Haegeman – volume: 77 start-page: 151 year: 2009 end-page: 176 ident: bib20 article-title: Explicit finite element perfectly matched layer for transient three-dimensional elastic waves publication-title: Int J Numer Methods Eng contributor: fullname: Basu – year: 2007 ident: bib4 article-title: Dreidimensionale dynamische Tunnel–Halbraum-Interaktion, in Lehrstuhl fur Baumechanik contributor: fullname: Muller – year: 2010 ident: bib24 publication-title: Notes on perfectly matched layers (PMLs) contributor: fullname: Johnson – volume: 297 start-page: 512 year: 2006 end-page: 535 ident: bib33 article-title: The experimental validation of a numerical model for the prediction of railway induced vibrations publication-title: J Sound Vib contributor: fullname: François – volume: 30 start-page: 221 year: 2010 end-page: 235 ident: bib35 article-title: Influence of soil non-linearity on the dynamic response of high-speed railway tracks publication-title: Soil Dynamics and Earthquake Engineering contributor: fullname: Bodare – volume: 199 start-page: 1536 year: 2010 end-page: 1548 ident: bib15 article-title: A 2.5D coupled FE–BE methodology for the dynamic interaction between longitudinally invariant structures and a layered halfspace publication-title: Comput Methods Appl Mech Eng contributor: fullname: Degrande – volume: 181 start-page: 1 year: 2009 end-page: 6 ident: bib2 article-title: A computationally efficient software application for calculating vibration from underground railways publication-title: J Phys Conf Ser contributor: fullname: Hunt – volume: 329 start-page: 1101 year: 2010 end-page: 1125 ident: bib31 article-title: Modelling of continuous and discontinuous floating slab tracks in a tunnel using periodic approach publication-title: J Sound Vib contributor: fullname: Degrande – start-page: 133 year: 2013 end-page: 166 ident: bib42 article-title: Numerical Modeling of Vibrations Induced in Tunnels: A 2.5D FEM-PML Approach publication-title: Traffic Induced Environmental Vibrations and Controls: Theory and Application: contributor: fullname: SilvaCardoso – volume: 27 start-page: 655 year: 2007 end-page: 674 ident: bib27 article-title: The influence of dynamic soil-structure interaction on traffic induced vibrations in buildings publication-title: Soil Dyn Earthq Eng contributor: fullname: Degrande – volume: 42 start-page: 137 year: 2012 end-page: 150 ident: bib30 article-title: Ballast mats for the reduction of railway traffic vibrations. Numerical study publication-title: Soil Dyn Earthquake Eng contributor: fullname: Silva Cardoso – volume: 319 start-page: 1036 year: 2009 end-page: 1066 ident: bib11 article-title: Ground-borne vibration due to static and dynamic axle loads of InterCity and high-speed trains publication-title: J Sound Vib contributor: fullname: Degrande – volume: 27 start-page: 608 year: 2007 end-page: 624 ident: bib7 article-title: A comparison of two numerical models for the prediction of vibrations from underground railway traffic publication-title: Soil Dyn Earthq Eng contributor: fullname: Clouteau – volume: 30 start-page: 925 year: 2010 end-page: 936 ident: bib43 article-title: Wave propagation in the elastic half-space due to an interior load and its application to ground vibration problems and buildings on pile foundations publication-title: Soil Dyn Earthquake Eng contributor: fullname: Auersch – volume: 267 start-page: 621 year: 2003 end-page: 635 ident: bib32 article-title: A comparison of a theoretical model for quasi-statically and dynamically induced environmental vibration from trains with measurements publication-title: J Sound Vib contributor: fullname: Thompson – volume: 138 start-page: 923 year: 2012 end-page: 933 ident: bib39 article-title: Dynamic behavior of slab tracks on homogeneous and layered soils and the reduction of ground vibration by floating slab tracks publication-title: J Eng Mech contributor: fullname: Auersch – volume: 4 start-page: 341 year: 1996 end-page: 359 ident: bib23 article-title: Perfectly matched layers for elastodynamics: a new absorbing boundary condition publication-title: J Comput Acoust contributor: fullname: Liu – volume: 2011 start-page: 820 year: 2011 end-page: 827 ident: bib40 article-title: The dynamic force transfer of slab tracks and floating slab tracks and the corresponding ground vibration publication-title: Eurodyn contributor: fullname: Auersch – volume: 327 start-page: 70 year: 2009 end-page: 91 ident: bib41 article-title: Influence of tunnel and soil parameters on vibrations from underground railways publication-title: Journal of Sound and Vibration contributor: fullname: Degrande – volume: 130 start-page: 1394 year: 2004 end-page: 1406 ident: bib25 article-title: Validation of a source-receiver model for road traffic induced vibrations in buildingsII: Receiver model publication-title: J Eng Mech contributor: fullname: Clouteau – volume: 114 start-page: 185 year: 1994 end-page: 200 ident: bib22 article-title: A perfectly matched layer for absorption of electromagnetic waves publication-title: J Comput Phys contributor: fullname: Berenger – volume: 293 start-page: 575 year: 2006 end-page: 586 ident: bib12 article-title: Prediction of ground vibration from trains using wavenumber finite and boundary element method publication-title: J Sound Vib contributor: fullname: Thompson – volume: 30 start-page: 1500 year: 2010 end-page: 1512 ident: bib5 article-title: A 2.5D coupled FE-BE model for the prediction of railway induced vibrations publication-title: Soil Dyn Earthq Eng contributor: fullname: Lombaert – volume: 134 start-page: 1633 year: 2008 end-page: 1644 ident: bib13 article-title: Soil vibrations caused by underground moving trains publication-title: J Geotech Geoenviron Eng contributor: fullname: Hung – volume: 51 start-page: 1317 year: 2001 end-page: 1336 ident: bib18 article-title: A 2.5D finite/infinite element approach for modelling visco-elastic body subjected to moving loads publication-title: Int J Numer Methods Eng contributor: fullname: Hung – volume: 283 start-page: 173 year: 2005 end-page: 199 ident: bib8 article-title: Free field vibrations due to dynamic loading on a tunnel embedded in a stratified medium publication-title: J Sound Vib contributor: fullname: Degrande – volume: 117 start-page: 1363 year: 1991 end-page: 1381 ident: bib44 article-title: Formulas and charts for impedances of surface and embedded foundations publication-title: J Geotech Eng contributor: fullname: Gazetas – volume: 30 start-page: 82 year: 2010 end-page: 97 ident: bib6 article-title: Numerical modelling of vibrations from a Thalys high speed train in the Groene publication-title: Hart tunnel Soil Dyn Earthq Eng contributor: fullname: Degrande – volume: 226 start-page: 434 year: 2012 end-page: 450 ident: bib34 article-title: Influence of train dynamic modeling strategy on the prediction of track-ground vibrations induced by railway traffic. Proceedings of the Institution of Mechanical Engineers publication-title: Part F: J Rail Rapid Transit contributor: fullname: Cardoso – volume: 95 start-page: 859 year: 1969 end-page: 877 ident: bib16 article-title: Finite dynamic model for infinite media publication-title: J Eng Mech Div contributor: fullname: Kuhlemeyer – volume: 47 start-page: 108 year: 2013 end-page: 116 ident: bib45 article-title: Soil–structure interaction in resonant railway bridges publication-title: Soil Dynamics and Earthquake Engineering contributor: fullname: Galvín – volume: 330 start-page: 6203 year: 2011 end-page: 6222 ident: bib3 article-title: The effect of a twin tunnel on the propagation of ground-borne vibration from an underground railway publication-title: J Sound Vib contributor: fullname: Hussein – volume: 305 start-page: 401 year: 2007 end-page: 431 ident: bib1 article-title: A numerical model for calculating vibration from a railway tunnel embedded in a full-space publication-title: J Sound Vib contributor: fullname: Hunt – year: 2010 ident: bib37 article-title: A model for the assement of the strutural behaviour of bridges, in Civil Engineering contributor: fullname: Ferraz – volume: 225 start-page: 3 year: 1999 end-page: 28 ident: bib38 article-title: Ground vibration generated by a harmonic load acting on a railway track publication-title: J Sound Vib contributor: fullname: Petyt – volume: 192 start-page: 1337 year: 2003 end-page: 1375 ident: bib21 article-title: Perfectly matched layers for time-harmonic elastodynamics of unbounded domains: theory and finite-element implementation publication-title: Comput Methods Appl Mech Eng contributor: fullname: Chopra – ident: 10.1016/j.soildyn.2014.02.013_bib9 – volume: 77 start-page: 151 year: 2009 ident: 10.1016/j.soildyn.2014.02.013_bib20 article-title: Explicit finite element perfectly matched layer for transient three-dimensional elastic waves publication-title: Int J Numer Methods Eng doi: 10.1002/nme.2397 contributor: fullname: Basu – volume: 138 start-page: 923 issue: 8 year: 2012 ident: 10.1016/j.soildyn.2014.02.013_bib39 article-title: Dynamic behavior of slab tracks on homogeneous and layered soils and the reduction of ground vibration by floating slab tracks publication-title: J Eng Mech doi: 10.1061/(ASCE)EM.1943-7889.0000407 contributor: fullname: Auersch – ident: 10.1016/j.soildyn.2014.02.013_bib17 – volume: 134 start-page: 1633 issue: 11 year: 2008 ident: 10.1016/j.soildyn.2014.02.013_bib13 article-title: Soil vibrations caused by underground moving trains publication-title: J Geotech Geoenviron Eng doi: 10.1061/(ASCE)1090-0241(2008)134:11(1633) contributor: fullname: Yang – volume: 95 start-page: 859 year: 1969 ident: 10.1016/j.soildyn.2014.02.013_bib16 article-title: Finite dynamic model for infinite media publication-title: J Eng Mech Div doi: 10.1061/JMCEA3.0001144 contributor: fullname: Lysmer – volume: 47 start-page: 108 issue: 0 year: 2013 ident: 10.1016/j.soildyn.2014.02.013_bib45 article-title: Soil–structure interaction in resonant railway bridges publication-title: Soil Dynamics and Earthquake Engineering doi: 10.1016/j.soildyn.2012.07.014 contributor: fullname: Romero – volume: 130 start-page: 1394 issue: 12 year: 2004 ident: 10.1016/j.soildyn.2014.02.013_bib25 article-title: Validation of a source-receiver model for road traffic induced vibrations in buildingsII: Receiver model publication-title: J Eng Mech doi: 10.1061/(ASCE)0733-9399(2004)130:12(1394) contributor: fullname: Pyl – volume: 181 start-page: 1 issue: 1 year: 2009 ident: 10.1016/j.soildyn.2014.02.013_bib2 article-title: A computationally efficient software application for calculating vibration from underground railways publication-title: J Phys Conf Ser contributor: fullname: Hussein – volume: 192 start-page: 1337 year: 2003 ident: 10.1016/j.soildyn.2014.02.013_bib21 article-title: Perfectly matched layers for time-harmonic elastodynamics of unbounded domains: theory and finite-element implementation publication-title: Comput Methods Appl Mech Eng doi: 10.1016/S0045-7825(02)00642-4 contributor: fullname: Basu – volume: 27 start-page: 608 issue: 7 year: 2007 ident: 10.1016/j.soildyn.2014.02.013_bib7 article-title: A comparison of two numerical models for the prediction of vibrations from underground railway traffic publication-title: Soil Dyn Earthq Eng doi: 10.1016/j.soildyn.2006.12.007 contributor: fullname: Gupta – volume: 130 start-page: 1377 issue: 12 year: 2004 ident: 10.1016/j.soildyn.2014.02.013_bib26 article-title: Validation of source-receiver model for road traffic induced vibrations in buildings. I: Source model publication-title: J Eng Mech doi: 10.1061/(ASCE)0733-9399(2004)130:12(1377) contributor: fullname: Pyl – volume: 297 start-page: 512 year: 2006 ident: 10.1016/j.soildyn.2014.02.013_bib33 article-title: The experimental validation of a numerical model for the prediction of railway induced vibrations publication-title: J Sound Vib doi: 10.1016/j.jsv.2006.03.048 contributor: fullname: Lombaert – volume: 327 start-page: 70 year: 2009 ident: 10.1016/j.soildyn.2014.02.013_bib41 article-title: Influence of tunnel and soil parameters on vibrations from underground railways publication-title: Journal of Sound and Vibration doi: 10.1016/j.jsv.2009.05.029 contributor: fullname: Gupta – volume: 117 start-page: 1363 issue: 9 year: 1991 ident: 10.1016/j.soildyn.2014.02.013_bib44 article-title: Formulas and charts for impedances of surface and embedded foundations publication-title: J Geotech Eng doi: 10.1061/(ASCE)0733-9410(1991)117:9(1363) contributor: fullname: Gazetas – ident: 10.1016/j.soildyn.2014.02.013_bib36 – volume: 225 start-page: 3 year: 1999 ident: 10.1016/j.soildyn.2014.02.013_bib38 article-title: Ground vibration generated by a harmonic load acting on a railway track publication-title: J Sound Vib doi: 10.1006/jsvi.1999.2232 contributor: fullname: Sheng – volume: 30 start-page: 1500 issue: 12 year: 2010 ident: 10.1016/j.soildyn.2014.02.013_bib5 article-title: A 2.5D coupled FE-BE model for the prediction of railway induced vibrations publication-title: Soil Dyn Earthq Eng doi: 10.1016/j.soildyn.2010.07.001 contributor: fullname: Galvín – volume: 51 start-page: 1317 year: 2001 ident: 10.1016/j.soildyn.2014.02.013_bib18 article-title: A 2.5D finite/infinite element approach for modelling visco-elastic body subjected to moving loads publication-title: Int J Numer Methods Eng doi: 10.1002/nme.208 contributor: fullname: Yang – start-page: 2013 year: 2013 ident: 10.1016/j.soildyn.2014.02.013_bib28 article-title: High-speed train passage effects in buildings: vibration assessment and isolation contributor: fullname: Romero – volume: 330 start-page: 6203 issue: 25 year: 2011 ident: 10.1016/j.soildyn.2014.02.013_bib3 article-title: The effect of a twin tunnel on the propagation of ground-borne vibration from an underground railway publication-title: J Sound Vib doi: 10.1016/j.jsv.2011.07.035 contributor: fullname: Kuo – volume: 4 start-page: 341 year: 1996 ident: 10.1016/j.soildyn.2014.02.013_bib23 article-title: Perfectly matched layers for elastodynamics: a new absorbing boundary condition publication-title: J Comput Acoust doi: 10.1142/S0218396X96000118 contributor: fullname: Chew – start-page: 133 year: 2013 ident: 10.1016/j.soildyn.2014.02.013_bib42 article-title: Numerical Modeling of Vibrations Induced in Tunnels: A 2.5D FEM-PML Approach contributor: fullname: Lopes – volume: 319 start-page: 1036 issue: 3–5 year: 2009 ident: 10.1016/j.soildyn.2014.02.013_bib11 article-title: Ground-borne vibration due to static and dynamic axle loads of InterCity and high-speed trains publication-title: J Sound Vib doi: 10.1016/j.jsv.2008.07.003 contributor: fullname: Lombaert – volume: 267 start-page: 621 issue: 3 year: 2003 ident: 10.1016/j.soildyn.2014.02.013_bib32 article-title: A comparison of a theoretical model for quasi-statically and dynamically induced environmental vibration from trains with measurements publication-title: J Sound Vib doi: 10.1016/S0022-460X(03)00728-4 contributor: fullname: Sheng – volume: 283 start-page: 173 issue: 1-2 year: 2005 ident: 10.1016/j.soildyn.2014.02.013_bib8 article-title: Free field vibrations due to dynamic loading on a tunnel embedded in a stratified medium publication-title: J Sound Vib doi: 10.1016/j.jsv.2004.04.010 contributor: fullname: Clouteau – volume: 27 start-page: 655 issue: 7 year: 2007 ident: 10.1016/j.soildyn.2014.02.013_bib27 article-title: The influence of dynamic soil-structure interaction on traffic induced vibrations in buildings publication-title: Soil Dyn Earthq Eng doi: 10.1016/j.soildyn.2006.11.008 contributor: fullname: François – volume: 2011 start-page: 820 year: 2011 ident: 10.1016/j.soildyn.2014.02.013_bib40 article-title: The dynamic force transfer of slab tracks and floating slab tracks and the corresponding ground vibration contributor: fullname: Auersch – year: 2010 ident: 10.1016/j.soildyn.2014.02.013_bib37 contributor: fullname: Ferraz – volume: 13 start-page: 870 issue: 11 year: 2012 ident: 10.1016/j.soildyn.2014.02.013_bib19 article-title: Ground-borne vibrations due to dynamic loading from moving trains in subway tunnels publication-title: J Zhejiang Univ – Sci A (Appl Phys Eng) doi: 10.1631/jzus.A12ISGT5 contributor: fullname: Bian – volume: 293 start-page: 575 year: 2006 ident: 10.1016/j.soildyn.2014.02.013_bib12 article-title: Prediction of ground vibration from trains using wavenumber finite and boundary element method publication-title: J Sound Vib doi: 10.1016/j.jsv.2005.08.040 contributor: fullname: Sheng – volume: 32 start-page: 111 year: 2012 ident: 10.1016/j.soildyn.2014.02.013_bib14 article-title: Track–ground vibrations induced by railway traffic: in-situ measurements and validation of a 2.5D FEM-BEM model publication-title: Soil Dyn Earthquake Eng doi: 10.1016/j.soildyn.2011.09.002 contributor: fullname: Alves Costa – volume: 30 start-page: 925 issue: 10 year: 2010 ident: 10.1016/j.soildyn.2014.02.013_bib43 article-title: Wave propagation in the elastic half-space due to an interior load and its application to ground vibration problems and buildings on pile foundations publication-title: Soil Dyn Earthquake Eng doi: 10.1016/j.soildyn.2010.04.003 contributor: fullname: Auersch – volume: 329 start-page: 1101 issue: 8 year: 2010 ident: 10.1016/j.soildyn.2014.02.013_bib31 article-title: Modelling of continuous and discontinuous floating slab tracks in a tunnel using periodic approach publication-title: J Sound Vib doi: 10.1016/j.jsv.2009.10.037 contributor: fullname: Gupta – volume: 305 start-page: 401 issue: 3 year: 2007 ident: 10.1016/j.soildyn.2014.02.013_bib1 article-title: A numerical model for calculating vibration from a railway tunnel embedded in a full-space publication-title: J Sound Vib doi: 10.1016/j.jsv.2007.03.068 contributor: fullname: Hussein – volume: 42 start-page: 137 issue: 0 year: 2012 ident: 10.1016/j.soildyn.2014.02.013_bib30 article-title: Ballast mats for the reduction of railway traffic vibrations. Numerical study publication-title: Soil Dyn Earthquake Eng doi: 10.1016/j.soildyn.2012.06.014 contributor: fullname: Alves Costa – year: 2010 ident: 10.1016/j.soildyn.2014.02.013_bib24 contributor: fullname: Johnson – ident: 10.1016/j.soildyn.2014.02.013_bib29 – volume: 30 start-page: 221 issue: 4 year: 2010 ident: 10.1016/j.soildyn.2014.02.013_bib35 article-title: Influence of soil non-linearity on the dynamic response of high-speed railway tracks publication-title: Soil Dynamics and Earthquake Engineering doi: 10.1016/j.soildyn.2009.11.002 contributor: fullname: Alves Costa – volume: 114 start-page: 185 year: 1994 ident: 10.1016/j.soildyn.2014.02.013_bib22 article-title: A perfectly matched layer for absorption of electromagnetic waves publication-title: J Comput Phys doi: 10.1006/jcph.1994.1159 contributor: fullname: Berenger – volume: 226 start-page: 434 issue: 4 year: 2012 ident: 10.1016/j.soildyn.2014.02.013_bib34 article-title: Influence of train dynamic modeling strategy on the prediction of track-ground vibrations induced by railway traffic. Proceedings of the Institution of Mechanical Engineers publication-title: Part F: J Rail Rapid Transit contributor: fullname: Alves Costa – ident: 10.1016/j.soildyn.2014.02.013_bib10 – year: 2007 ident: 10.1016/j.soildyn.2014.02.013_bib4 contributor: fullname: Muller – volume: 199 start-page: 1536 issue: 23-24 year: 2010 ident: 10.1016/j.soildyn.2014.02.013_bib15 article-title: A 2.5D coupled FE–BE methodology for the dynamic interaction between longitudinally invariant structures and a layered halfspace publication-title: Comput Methods Appl Mech Eng doi: 10.1016/j.cma.2010.01.001 contributor: fullname: François – volume: 30 start-page: 82 issue: 3 year: 2010 ident: 10.1016/j.soildyn.2014.02.013_bib6 article-title: Numerical modelling of vibrations from a Thalys high speed train in the Groene publication-title: Hart tunnel Soil Dyn Earthq Eng doi: 10.1016/j.soildyn.2009.09.004 contributor: fullname: Gupta |
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| SubjectTerms | 2.5D FEM–PML Mitigation countermeasures Railway traffic Soil–structure interaction Traffic vibrations Tunnel |
| Title | Numerical modeling of vibrations induced by railway traffic in tunnels: From the source to the nearby buildings |
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