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Volumn 31, Issue 4, 2011, Pages 692-707

Free field vibrations caused by high-speed lines: Measurement and time domain simulation

Author keywords

[No Author keywords available]

Indexed keywords

BRUSSELS; DEVELOPED MODEL; FINITE ELEMENT MODELS; FINITE/INFINITE; FREE FIELD VIBRATIONS; GROUND FORCES; HIGH SPEED LINES; HIGH SPEED TRAINS; HIGH SPEED VEHICLES; INFINITE ELEMENT; MULTI-BODY MODELS; NEIGHBOURHOOD; NONLINEARITIES; SOIL LAYERINGS; TIME DOMAIN; TIME-DOMAIN SIMULATIONS; UNBOUNDED DOMAIN; VERTICAL MOTIONS;

EID: 79451473782     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2010.11.012     Document Type: Article
Times cited : (143)

References (41)
  • 2
    • 0034156423 scopus 로고    scopus 로고
    • High-speed railway lines on soft ground: dynamic behaviour at critical train speed
    • Madshus C., Kaynia A.M. High-speed railway lines on soft ground: dynamic behaviour at critical train speed. Journal of Sound and Vibration 2000, 231(3):689-701.
    • (2000) Journal of Sound and Vibration , vol.231 , Issue.3 , pp. 689-701
    • Madshus, C.1    Kaynia, A.M.2
  • 3
    • 0029956437 scopus 로고    scopus 로고
    • Vibrational impact of high-speed trains, effect of track dynamics
    • Krylov V.V. Vibrational impact of high-speed trains, effect of track dynamics. Journal of Acoustical Society of America 1996, 100(5):3121-3134.
    • (1996) Journal of Acoustical Society of America , vol.100 , Issue.5 , pp. 3121-3134
    • Krylov, V.V.1
  • 4
    • 0031651034 scopus 로고    scopus 로고
    • Effect of track properties on ground vibrations generated by high-speed trains
    • Krylov V.V. Effect of track properties on ground vibrations generated by high-speed trains. Acustica-Acta Acustica 1998, 84(1):78-90.
    • (1998) Acustica-Acta Acustica , vol.84 , Issue.1 , pp. 78-90
    • Krylov, V.V.1
  • 5
    • 0034850123 scopus 로고    scopus 로고
    • An efficient formulation of Krylov's prediction model for train induced vibrations based on the dynamic reciprocity theorem
    • Degrande G., Lombaert G. An efficient formulation of Krylov's prediction model for train induced vibrations based on the dynamic reciprocity theorem. The Journal of the Acoustical Society of America 2001, 110(3):1379-1390.
    • (2001) The Journal of the Acoustical Society of America , vol.110 , Issue.3 , pp. 1379-1390
    • Degrande, G.1    Lombaert, G.2
  • 7
    • 0141679171 scopus 로고    scopus 로고
    • Periodically supported beam on a visco-elastic layer as a model for dynamic analysis of a high-speed railway track
    • Vostroukhov A.V., Metrikine A.V. Periodically supported beam on a visco-elastic layer as a model for dynamic analysis of a high-speed railway track. International Journal of Solids and Structures 2003, 40(21):5723-5752.
    • (2003) International Journal of Solids and Structures , vol.40 , Issue.21 , pp. 5723-5752
    • Vostroukhov, A.V.1    Metrikine, A.V.2
  • 8
    • 33747378493 scopus 로고    scopus 로고
    • The experimental validation of a numerical model for the prediction of railway induced vibrations
    • Lombaert G., Degrande G., Kogut J., François S. The experimental validation of a numerical model for the prediction of railway induced vibrations. Journal of Sound and Vibrations 2006, 297(3-5):512-535.
    • (2006) Journal of Sound and Vibrations , vol.297 , Issue.3-5 , pp. 512-535
    • Lombaert, G.1    Degrande, G.2    Kogut, J.3    François, S.4
  • 9
    • 0035816216 scopus 로고    scopus 로고
    • Experimental validation of a numerical prediction model for free field traffic induced vibrations by in situ experiments
    • Lombaert G., Degrande G. Experimental validation of a numerical prediction model for free field traffic induced vibrations by in situ experiments. Soil Dynamics and Earthquake Engineering 2001, 21(6):485-497.
    • (2001) Soil Dynamics and Earthquake Engineering , vol.21 , Issue.6 , pp. 485-497
    • Lombaert, G.1    Degrande, G.2
  • 10
    • 55349117763 scopus 로고    scopus 로고
    • Ground-borne vibration due to static and dynamic axle loads of intercity and high-speed trains
    • Lombaert G., Degrande G. Ground-borne vibration due to static and dynamic axle loads of intercity and high-speed trains. Journal of Sound and Vibration 2009, 319:1036-1066.
    • (2009) Journal of Sound and Vibration , vol.319 , pp. 1036-1066
    • Lombaert, G.1    Degrande, G.2
  • 11
    • 38149022555 scopus 로고    scopus 로고
    • Dynamic response of high-speed rail foundations using linear hysteretic damping and frequency domain substructuring
    • Wang J., Zeng X., Gasparini D.A. Dynamic response of high-speed rail foundations using linear hysteretic damping and frequency domain substructuring. Soil Dynamics and Earthquake Engineering 2008, 28(4):258-276.
    • (2008) Soil Dynamics and Earthquake Engineering , vol.28 , Issue.4 , pp. 258-276
    • Wang, J.1    Zeng, X.2    Gasparini, D.A.3
  • 12
    • 0005897483 scopus 로고
    • Soil-railway interaction for active isolation of traffic vibration
    • Civil-Comp Ltd., Edinburgh, Scotland, B.H.V. Topping (Ed.)
    • Laghrouche O., Le Houédec D. Soil-railway interaction for active isolation of traffic vibration. Advances in simulation and interaction techniques 1994, 31-36. Civil-Comp Ltd., Edinburgh, Scotland. B.H.V. Topping (Ed.).
    • (1994) Advances in simulation and interaction techniques , pp. 31-36
    • Laghrouche, O.1    Le Houédec, D.2
  • 13
    • 0037410092 scopus 로고    scopus 로고
    • Train-induced wave propagation in layered soils using finite/infinite element simulation
    • Yang Y.B., Hung H.H., Chang D.W. Train-induced wave propagation in layered soils using finite/infinite element simulation. Soil Dynamics and Earthquake Engineering 2003, 23:263-278.
    • (2003) Soil Dynamics and Earthquake Engineering , vol.23 , pp. 263-278
    • Yang, Y.B.1    Hung, H.H.2    Chang, D.W.3
  • 14
    • 4344693493 scopus 로고    scopus 로고
    • Numerical simulations of vibration attenuation of high-speed train foundations with varied trackbed underlayment materials
    • Wang J., Zeng X. Numerical simulations of vibration attenuation of high-speed train foundations with varied trackbed underlayment materials. Journal of Vibration and Control 2004, 10:1123-1136.
    • (2004) Journal of Vibration and Control , vol.10 , pp. 1123-1136
    • Wang, J.1    Zeng, X.2
  • 15
    • 0037410158 scopus 로고    scopus 로고
    • A parallel finite-infinite element model for two-dimensional soil-structure interaction problems
    • Yerli H.R., Kacin S., Kocak S. A parallel finite-infinite element model for two-dimensional soil-structure interaction problems. Soil Dynamics and Earthquake Engineering 2003, 23:249-253.
    • (2003) Soil Dynamics and Earthquake Engineering , vol.23 , pp. 249-253
    • Yerli, H.R.1    Kacin, S.2    Kocak, S.3
  • 16
    • 17444376821 scopus 로고    scopus 로고
    • The excitation of ground vibration by rail traffic: theory of vehicle-track-soil interaction and measurements on high-speed lines
    • Auersch L. The excitation of ground vibration by rail traffic: theory of vehicle-track-soil interaction and measurements on high-speed lines. Journal of Sound and Vibration 2005, 284(1-2):103-132.
    • (2005) Journal of Sound and Vibration , vol.284 , Issue.1-2 , pp. 103-132
    • Auersch, L.1
  • 17
    • 33645870162 scopus 로고    scopus 로고
    • Prediction of ground vibration from trains using the wavenumber finite and boundary element methods
    • Sheng X., Jones C.J.C., Thompson D.J. Prediction of ground vibration from trains using the wavenumber finite and boundary element methods. Journal of Sound and Vibration 2006, 293(3-5):575-586.
    • (2006) Journal of Sound and Vibration , vol.293 , Issue.3-5 , pp. 575-586
    • Sheng, X.1    Jones, C.J.C.2    Thompson, D.J.3
  • 18
    • 58949084640 scopus 로고    scopus 로고
    • Experimental and numerical analyses of vibrations induced by high-speed trains on the Córdoba-Málaga line
    • Galvín P., Domínguez J. Experimental and numerical analyses of vibrations induced by high-speed trains on the Córdoba-Málaga line. Soil Dynamics and Earthquake Engineering 2009, 29:641-651.
    • (2009) Soil Dynamics and Earthquake Engineering , vol.29 , pp. 641-651
    • Galvín, P.1    Domínguez, J.2
  • 19
    • 33645885054 scopus 로고    scopus 로고
    • Ground vibration due to railway traffic-the calculation of the effects of moving static loads and their experimental verification
    • Auersch L. Ground vibration due to railway traffic-the calculation of the effects of moving static loads and their experimental verification. Journal of Sound and Vibration 2006, 293(3-5):599-610.
    • (2006) Journal of Sound and Vibration , vol.293 , Issue.3-5 , pp. 599-610
    • Auersch, L.1
  • 20
    • 34247096456 scopus 로고    scopus 로고
    • Dynamic axle loads on tracks with and without ballast mats: numerical results of three-dimensional vehicle-track-soil models
    • Auersch L. Dynamic axle loads on tracks with and without ballast mats: numerical results of three-dimensional vehicle-track-soil models. Proceedings of the IMechE, Part F: Journal of the Rail and Rapid Transit 2006, 220(2):169-183.
    • (2006) Proceedings of the IMechE, Part F: Journal of the Rail and Rapid Transit , vol.220 , Issue.2 , pp. 169-183
    • Auersch, L.1
  • 22
    • 78349271690 scopus 로고    scopus 로고
    • On the interest of integrating vehicle dynamics for the ground propagation of vibrations: the case of urban railway traffic
    • Kouroussis G., Verlinden O., Conti C. On the interest of integrating vehicle dynamics for the ground propagation of vibrations: the case of urban railway traffic. Vehicle System Dynamics 2010, 48(12):1553-1571.
    • (2010) Vehicle System Dynamics , vol.48 , Issue.12 , pp. 1553-1571
    • Kouroussis, G.1    Verlinden, O.2    Conti, C.3
  • 23
    • 2342421397 scopus 로고    scopus 로고
    • High speed train induced vibrations: in situ measurements and numerical modelling. In: 10th international congress on sound and vibration, Stockholm, Sweden
    • Kogut J, Lombaert G, François S, Degrande G, Haegeman W, Karl L. High speed train induced vibrations: in situ measurements and numerical modelling. In: 10th international congress on sound and vibration, Stockholm, Sweden; 2003.
    • (2003)
    • Kogut, J.1    Lombaert, G.2    François, S.3    Degrande, G.4    Haegeman, W.5    Karl, L.6
  • 24
    • 0035846033 scopus 로고    scopus 로고
    • Free field vibrations during the passage of a Thalys high-speed train at variable speed
    • Degrande G., Schillemans L. Free field vibrations during the passage of a Thalys high-speed train at variable speed. Journal of Sound and Vibration 2001, 247(1):131-144.
    • (2001) Journal of Sound and Vibration , vol.247 , Issue.1 , pp. 131-144
    • Degrande, G.1    Schillemans, L.2
  • 26
    • 0027788503 scopus 로고
    • Automated surface wave method: inversion technique
    • Yuan D., Nazarian S. Automated surface wave method: inversion technique. Journal of Geotechnical Engineering 1993, 199(7):1112-1126.
    • (1993) Journal of Geotechnical Engineering , vol.199 , Issue.7 , pp. 1112-1126
    • Yuan, D.1    Nazarian, S.2
  • 29
    • 0036817106 scopus 로고    scopus 로고
    • Simultaneous measurement and inversion of surface wave dispersion and attenuation curves
    • Lai C.G., Rix G.J., Foti S., Roma V. Simultaneous measurement and inversion of surface wave dispersion and attenuation curves. Soil Dynamics and Earthquake Engineering 2002, 22(9-12):923-930.
    • (2002) Soil Dynamics and Earthquake Engineering , vol.22 , Issue.9-12 , pp. 923-930
    • Lai, C.G.1    Rix, G.J.2    Foti, S.3    Roma, V.4
  • 30
    • 33747351309 scopus 로고    scopus 로고
    • Determination of the material damping ratio and the shear wave velocity with the seismic cone penetration test
    • Karl L., Haegeman W., Degrande G. Determination of the material damping ratio and the shear wave velocity with the seismic cone penetration test. Soil Dynamics and Earthquake Engineering 2006, 26(12):1111-1126.
    • (2006) Soil Dynamics and Earthquake Engineering , vol.26 , Issue.12 , pp. 1111-1126
    • Karl, L.1    Haegeman, W.2    Degrande, G.3
  • 31
    • 79451470683 scopus 로고    scopus 로고
    • Mesures de vibrations induites sur l'environnement par le passage de TGV. Technical Report FPMs-mecara-2005/02, Faculté Polytechnique de Mons
    • Kouroussis G. Mesures de vibrations induites sur l'environnement par le passage de TGV. Technical Report FPMs-mecara-2005/02, Faculté Polytechnique de Mons; 2005.
    • (2005)
    • Kouroussis, G.1
  • 34
    • 84871435919 scopus 로고    scopus 로고
    • Efficiency of the viscous boundary for time domain simulation of railway ground vibration. In: 17th international congress on sound and vibration (ICSV17), Cairo, Egypt; [CD-ROM].
    • Kouroussis G, Verlinden O, Conti C. Efficiency of the viscous boundary for time domain simulation of railway ground vibration. In: 17th international congress on sound and vibration (ICSV17), Cairo, Egypt; 2010 [CD-ROM].
    • (2010)
    • Kouroussis, G.1    Verlinden, O.2    Conti, C.3
  • 35
    • 79451472177 scopus 로고    scopus 로고
    • On the infinite element modelling of soil for the prediction of railway vibrations. In: 3rd international congress design and modelling of mechanical systems, Hammamet, Tunisia; [CD-ROM].
    • Kouroussis G, Verlinden O, Conti C. On the infinite element modelling of soil for the prediction of railway vibrations. In: 3rd international congress design and modelling of mechanical systems, Hammamet, Tunisia; 2009 [CD-ROM].
    • (2009)
    • Kouroussis, G.1    Verlinden, O.2    Conti, C.3
  • 37
    • 79451473257 scopus 로고    scopus 로고
    • DIN 4150-2: Structural vibrations-part 2: human exposure to vibration in buildings. Deutsches Institut für Normung
    • DIN 4150-2: Structural vibrations-part 2: human exposure to vibration in buildings. Deutsches Institut für Normung; 1999.
    • (1999)
  • 38
    • 79451472286 scopus 로고    scopus 로고
    • DIN 4150-3: Structural vibrations-part 3: effects of vibration on structures. Deutsches Institut für Normung
    • DIN 4150-3: Structural vibrations-part 3: effects of vibration on structures. Deutsches Institut für Normung; 1999.
    • (1999)
  • 39
    • 79451474488 scopus 로고
    • SN-640312a: Les ébranlements-Effet des ébranlements sur les constructions. Association Suisse de Normalisation
    • SN-640312a: Les ébranlements-Effet des ébranlements sur les constructions. Association Suisse de Normalisation; 1992.
    • (1992)
  • 41
    • 49049127974 scopus 로고
    • Analysis of machine foundation vibrations: state of the art
    • Gazetas G. Analysis of machine foundation vibrations: state of the art. Soil Dynamics and Earthquake Engineering 1983, 2(1):2-42.
    • (1983) Soil Dynamics and Earthquake Engineering , vol.2 , Issue.1 , pp. 2-42
    • Gazetas, G.1


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