zbMATH — the first resource for mathematics

Prediction of ground vibration from high speed trains using a vehicle-track-ground coupling model. (English) Zbl 1359.74167

74H45 Vibrations in dynamical problems in solid mechanics
Full Text: DOI
[1] 1. V. V. Krylov, Vibrational impact of high-speed trains. I. Effect of track dynamics, J. Acoust. Soc. Am.100 (5) (1996) 3121-3134. genRefLink(16, ’S0219455415500510BIB001’, ’10.1121%252F1.417123’); genRefLink(128, ’S0219455415500510BIB001’, ’A1996VT75300024’);
[2] 2. C. Madshus and A. M. Kaynia, High-speed railway lines on soft ground: Dynamic behaviour at critical train speed, J. Sound Vibr.231 (3) (2000) 689-701. genRefLink(16, ’S0219455415500510BIB002’, ’10.1006%252Fjsvi.1999.2647’); genRefLink(128, ’S0219455415500510BIB002’, ’000086355500022’);
[3] 3. A. Karlström and A. Boström, An analytical model for train-induced ground vibrations from railways, J. Sound Vibr.292 (1) (2006) 221-241. genRefLink(16, ’S0219455415500510BIB003’, ’10.1016%252Fj.jsv.2005.07.041’); genRefLink(128, ’S0219455415500510BIB003’, ’000235888900010’);
[4] 4. D. Motazedian, J. Hunter, S. Sivathayalan, A. Pugin, S. Pullan, H. Crow and K. Khaheshi Banab, Railway train induced ground vibrations in a low VS soil layer overlying a high VS bedrock in eastern Canada, Soil Dynam. Earthquake Eng.36 (2012) 1-11. genRefLink(16, ’S0219455415500510BIB004’, ’10.1016%252Fj.soildyn.2011.02.008’); genRefLink(128, ’S0219455415500510BIB004’, ’000301214500001’);
[5] 5. G. Kouroussis, N. Pauwels, P. Brux, C. Conti and O. Verlinden, A numerical analysis of the influence of tram characteristics and rail profile on railway traffic ground-borne noise and vibration in the Brussels Region, Sci. Total Environ.482 (2014) 452-460. genRefLink(16, ’S0219455415500510BIB005’, ’10.1016%252Fj.scitotenv.2013.05.083’); genRefLink(128, ’S0219455415500510BIB005’, ’000335625100048’);
[6] 6. P. Galvin and J. Dominguez, High-speed train-induced ground motion and interaction with structures, J. Sound Vibr.307 (3) (2007) 755-777. genRefLink(16, ’S0219455415500510BIB006’, ’10.1016%252Fj.jsv.2007.07.017’); genRefLink(128, ’S0219455415500510BIB006’, ’000250137200020’);
[7] 7. H. Xia, J. Chen, P. Wei, C. Xia, G. De Roeck and G. Degrande, Experimental investigation of railway train-induced vibrations of surrounding ground and a nearby multi-story building, Earthquake Eng. Eng. Vibr.8 (1) (2009) 137-148. genRefLink(16, ’S0219455415500510BIB007’, ’10.1007%252Fs11803-009-8101-0’); genRefLink(128, ’S0219455415500510BIB007’, ’000264519100012’);
[8] 8. G. Bongiovanni, P. Clemente, D. Rinaldis and F. Saitta, Traffic-induced vibrations in historical buildings, Proc. 8th Int. Conf. Structural Dynamics-EURODYN 2011, Leuven, Belgium, July 2011, pp. 812-819.
[9] 9. B. Alabi, A model for the problem of ground vibration induced by the wheels of a moving train, Appl. Math. Model.13 (12) (1989) 710-715. genRefLink(16, ’S0219455415500510BIB009’, ’10.1016%252F0307-904X%252889%252990164-9’); genRefLink(128, ’S0219455415500510BIB009’, ’A1989CK79900005’); · Zbl 0711.73133
[10] 10. G. Kouroussis, D. Connolly and O. Verlinden, Railway-induced ground vibrations – A review of vehicle effects, Int. J. Rail Transp.2 (2) (2014) 69-110. genRefLink(16, ’S0219455415500510BIB010’, ’10.1080%252F23248378.2014.897791’);
[11] 11. V. V. Krylov, Generation of ground vibrations by superfast trains, Appl. Acoust.44 (2) (1995) 149-164. genRefLink(16, ’S0219455415500510BIB011’, ’10.1016%252F0003-682X%252895%252991370-I’); genRefLink(128, ’S0219455415500510BIB011’, ’A1995QG03100005’);
[12] 12. X. Sheng, C. J. C. Jones and M. Petyt, Ground vibration generated by a load moving along a railway track, J. Sound Vibr.228 (1) (1999) 129-156. genRefLink(16, ’S0219455415500510BIB012’, ’10.1006%252Fjsvi.1999.2406’); genRefLink(128, ’S0219455415500510BIB012’, ’000083922700008’);
[13] 13. C. J. C. Jones, X. Sheng and M. Petyt, Simulations of ground vibration from a moving harmonic load on a railway track, J. Sound Vibr.231 (3) (2000) 739-751. genRefLink(16, ’S0219455415500510BIB013’, ’10.1006%252Fjsvi.1999.2559’); genRefLink(128, ’S0219455415500510BIB013’, ’000086355500027’);
[14] 14. H. Takemiya, Simulation of track-ground vibrations due to a high-speed train: The case of X-2000 at Ledsgard, J. Sound Vibr.261 (3) (2003) 503-526. genRefLink(16, ’S0219455415500510BIB014’, ’10.1016%252FS0022-460X%252802%252901007-6’); genRefLink(128, ’S0219455415500510BIB014’, ’000181994800007’);
[15] 15. B. Picoux, R. Rotinat, J. Regoin and D. Le Houédec, Prediction and measurements of vibrations from a railway track lying on a peaty ground, J. Sound Vibr.267 (3) (2003) 575-589. genRefLink(16, ’S0219455415500510BIB015’, ’10.1016%252FS0022-460X%252803%252900725-9’); genRefLink(128, ’S0219455415500510BIB015’, ’000185966900017’);
[16] 16. B. Zhou, X.-Y. Xie and Y. B. Yang, Simulation of wave propagation of floating slab track-tunnel-soil system by 2D theoretical model, Int. J. Struct. Stab. Dynam.14 (1) (2014) 1350051. [Abstract] genRefLink(128, ’S0219455415500510BIB016’, ’000328902600006’);
[17] 17. L. Hall, Simulations and analyses of train-induced ground vibrations in finite element models, Soil Dynam. Earthquake Eng.23 (5) (2003) 403-413. genRefLink(16, ’S0219455415500510BIB017’, ’10.1016%252FS0267-7261%252802%252900209-9’); genRefLink(128, ’S0219455415500510BIB017’, ’000183229600006’);
[18] 18. R. Paolucci, A. Maffeis, L. Scandella, M. Stupazzini and M. Vanini, Numerical prediction of low-frequency ground vibrations induced by high-speed trains at Ledsgaard, Sweden, Soil Dynam. Earthquake Eng.23 (6) (2003) 425-433. genRefLink(16, ’S0219455415500510BIB018’, ’10.1016%252FS0267-7261%252803%252900061-7’); genRefLink(128, ’S0219455415500510BIB018’, ’000184847700002’);
[19] 19. X. Bian, Y. Chen and T. Hu, Numerical simulation of high-speed train induced ground vibrations using 2.5D finite element approach, Sci. China Ser. G51 (6) (2008) 632-650. genRefLink(16, ’S0219455415500510BIB019’, ’10.1007%252Fs11433-008-0060-3’); genRefLink(128, ’S0219455415500510BIB019’, ’000256031100007’);
[20] 20. H. Xia, Y. M. Cao and N. Zhang, Numerical analysis of vibration effects of metro trains on surrounding environment, Int. J. Struct. Stab. Dynam.7 (1) (2007) 151-166. [Abstract] genRefLink(128, ’S0219455415500510BIB020’, ’000250844000007’);
[21] 21. Y. B. Yang, H. H. Hung and D. W. Chang, Train-induced wave propagation in layered soils using finite/infinite element simulation, Soil Dynam. Earthquake Eng.23 (4) (2003) 263-278. genRefLink(16, ’S0219455415500510BIB021’, ’10.1016%252FS0267-7261%252803%252900003-4’); genRefLink(128, ’S0219455415500510BIB021’, ’000182194800003’);
[22] 22. H. H. Hung, Y. B. Yang and D. W. Chang, Wave barriers for reduction of train-induced vibrations in soils, J. Geotech. Geoenviron. Eng.130 (12) (2004) 1283-1291. genRefLink(16, ’S0219455415500510BIB022’, ’10.1061%252F%2528ASCE%25291090-0241%25282004%2529130%253A12%25281283%2529’); genRefLink(128, ’S0219455415500510BIB022’, ’000225114600006’);
[23] 23. Y. B. Yang and H. H. Hung, Soil vibrations caused by underground moving trains using the 2.5D finite/infinite element approach, J. Geotech. Geoenviron. Eng.134 (11) (2008) 1633-1644. genRefLink(16, ’S0219455415500510BIB023’, ’10.1061%252F%2528ASCE%25291090-0241%25282008%2529134%253A11%25281633%2529’); genRefLink(128, ’S0219455415500510BIB023’, ’000260122100006’);
[24] 24. T. Ekevid and N.-E. Wiberg, Wave propagation related to high-speed train: A scaled boundary FE-approach for unbounded domains, Comput. Meth. Appl. Mech. Eng.191 (36) (2002) 3947-3964. genRefLink(16, ’S0219455415500510BIB024’, ’10.1016%252FS0045-7825%252802%252900341-9’); genRefLink(128, ’S0219455415500510BIB024’, ’000177307600004’); · Zbl 1101.74362
[25] 25. J. O’Brien and D. Rizos, A 3D BEM-FEM methodology for simulation of high speed train induced vibrations, Soil Dynam. Earthquake Eng.25 (4) (2005) 289-301. genRefLink(16, ’S0219455415500510BIB025’, ’10.1016%252Fj.soildyn.2005.02.005’); genRefLink(128, ’S0219455415500510BIB025’, ’000229665500003’);
[26] 26. M. Katou, T. Matsuoka, O. Yoshioka, Y. Sanada and T. Miyoshi, Numerical simulation study of ground vibrations using forces from wheels of a running high-speed train, J. Sound Vibr.318 (4) (2008) 830-849. genRefLink(16, ’S0219455415500510BIB026’, ’10.1016%252Fj.jsv.2008.04.053’); genRefLink(128, ’S0219455415500510BIB026’, ’000259943500014’);
[27] 27. D. D. Theodorakopoulos, Dynamic analysis of a poroelastic half-plane soil medium under moving loads, Soil Dynam. Earthquake Eng.23 (7) (2003) 521-533. genRefLink(16, ’S0219455415500510BIB027’, ’10.1016%252FS0267-7261%252803%252900074-5’); genRefLink(128, ’S0219455415500510BIB027’, ’000185771100001’);
[28] 28. Y. Cai, H. Sun and C. Xu, Response of railway track system on poroelastic half-space soil medium subjected to a moving train load, Int. J. Solids Struct.45 (18) (2008) 5015-5034. genRefLink(16, ’S0219455415500510BIB028’, ’10.1016%252Fj.ijsolstr.2008.05.002’); genRefLink(128, ’S0219455415500510BIB028’, ’000258550100008’); · Zbl 1169.74488
[29] 29. G. Lefeuve-Mesgouez and A. Mesgouez, Three-dimensional dynamic response of a porous multilayered ground under moving loads of various distributions, Adv. Eng. Software46 (1) (2012) 75-84. genRefLink(16, ’S0219455415500510BIB029’, ’10.1016%252Fj.advengsoft.2010.09.006’); genRefLink(128, ’S0219455415500510BIB029’, ’000301872300009’); · Zbl 1169.74490
[30] 30. Z. Cao and A. Boström, Dynamic response of a poroelastic half-space to accelerating or decelerating trains, J. Sound Vibr.332 (11) (2013) 2777-2794. genRefLink(16, ’S0219455415500510BIB030’, ’10.1016%252Fj.jsv.2012.12.015’); genRefLink(128, ’S0219455415500510BIB030’, ’000317254200010’);
[31] 31. X. Sheng, C. J. C. Jones and D. J. Thompson, A comparison of a theoretical model for quasi-statically and dynamically induced environmental vibration from trains with measurements, J. Sound Vibr.267 (3) (2003) 621-635. genRefLink(16, ’S0219455415500510BIB031’, ’10.1016%252FS0022-460X%252803%252900728-4’); genRefLink(128, ’S0219455415500510BIB031’, ’000185966900020’);
[32] 32. W. M. Zhai and Z. Cai, Dynamic interaction between a lumped mass vehicle and a discretely supported continuous rail track, Comput. Struct.63 (5) (1997) 987-997. genRefLink(16, ’S0219455415500510BIB032’, ’10.1016%252FS0045-7949%252896%252900401-4’); genRefLink(128, ’S0219455415500510BIB032’, ’A1997WT94100011’);
[33] 33. X. Sheng, C. J. C. Jones and D. J. Thompson, A theoretical model for ground vibration from trains generated by vertical track irregularities, J. Sound Vibr.272 (2004) 937-965. genRefLink(16, ’S0219455415500510BIB033’, ’10.1016%252FS0022-460X%252803%252900782-X’); genRefLink(128, ’S0219455415500510BIB033’, ’000221000600022’);
[34] 34. X. Sheng, C. Jones and M. Petyt, Ground vibration generated by a harmonic load acting on a railway track, J. Sound Vibr.225 (1) (1999) 3-28. genRefLink(16, ’S0219455415500510BIB034’, ’10.1006%252Fjsvi.1999.2232’); genRefLink(128, ’S0219455415500510BIB034’, ’000081737600001’);
[35] 35. L. Auersch, The excitation of ground vibration by rail traffic: Theory of vehicle-track-soil interaction and measurements on high-speed lines, J. Sound Vibr.284 (2005) 103-132. genRefLink(16, ’S0219455415500510BIB035’, ’10.1016%252Fj.jsv.2004.06.017’); genRefLink(128, ’S0219455415500510BIB035’, ’000228963000005’);
[36] 36. H. Xia, Y. Cao and G. De Roeck, Theoretical modeling and characteristic analysis of moving-train induced ground vibrations, J. Sound Vibr.329 (7) (2010) 819-832. genRefLink(16, ’S0219455415500510BIB036’, ’10.1016%252Fj.jsv.2009.10.007’); genRefLink(128, ’S0219455415500510BIB036’, ’000273913900005’);
[37] 37. P. Galvín, A. Romero and J. Domínguez, Fully three-dimensional analysis of high-speed train-track-soil-structure dynamic interaction, J. Sound Vibr.329 (24) (2010) 5147-5163. genRefLink(16, ’S0219455415500510BIB037’, ’10.1016%252Fj.jsv.2010.06.016’); genRefLink(128, ’S0219455415500510BIB037’, ’000281295900009’);
[38] 38. G. Kouroussis, O. Verlinden and C. Conti, Free field vibrations caused by high-speed lines: Measurement and time domain simulation, Soil Dynam. Earthquake Eng.31 (4) (2011) 692-707. genRefLink(16, ’S0219455415500510BIB038’, ’10.1016%252Fj.soildyn.2010.11.012’); genRefLink(128, ’S0219455415500510BIB038’, ’000287906400012’);
[39] 39. D. Connolly, A. Giannopoulos and M. Forde, Numerical modelling of ground borne vibrations from high speed rail lines on embankments, Soil Dynam. Earthquake Eng.46 (2013) 13-19. genRefLink(16, ’S0219455415500510BIB039’, ’10.1016%252Fj.soildyn.2012.12.003’); genRefLink(128, ’S0219455415500510BIB039’, ’000315544300002’);
[40] 40. N. Triepaischajonsak and D. Thompson, A hybrid modelling approach for predicting ground vibration from trains, J. Sound Vibr.335 (20) (2014) 147-173.
[41] 41. Y. Cai, Z. Cao, H. Sun and C. Xu, Effects of the dynamic wheel-rail interaction on the ground vibration generated by a moving train, Int. J. Solids Struct.47 (17) (2010) 2246-2259. genRefLink(16, ’S0219455415500510BIB041’, ’10.1016%252Fj.ijsolstr.2010.04.013’); genRefLink(128, ’S0219455415500510BIB041’, ’000279489100006’); · Zbl 1194.74130
[42] 42. G. Kouroussis, E. Bergeret, C. Conti and O. Verlinden, The importance of a detailed vehicle modelling in the numerical prediction of railway ground vibrations, Vibration Problems ICOVP 2011: The 10th Int. Conf. Vibration Problems, Prague, Czech Republic, September 2011, pp. 175-181.
[43] 43. Z. Lu, H. Yao, J. Liu and Z. Hu, Dynamic response of a pavement-subgrade-soft ground system subjected to moving traffic load, J. Vibroeng.16 (1) (2014) 219-233.
[44] 44. M. A. Biot, Mechanics of deformation and acoustic propagation in porous media, J. Appl. Phys.33 (4) (1962) 1482-1498. genRefLink(16, ’S0219455415500510BIB044’, ’10.1063%252F1.1728759’); genRefLink(128, ’S0219455415500510BIB044’, ’A19623774B00006’);
[45] 45. W. Zhai, Locomotive-and-track system coupling dynamics and its application to the study of locomotive performance, China Railw. Sci.17 (2) (1996) 58-73.
[46] 46. Y. Q. Sun and M. Dhanasekar, A dynamic model for the vertical interaction of the rail track and wagon system, Int. J. Solids Struct.39 (5) (2002) 1337-1359. genRefLink(16, ’S0219455415500510BIB046’, ’10.1016%252FS0020-7683%252801%252900224-4’); genRefLink(128, ’S0219455415500510BIB046’, ’000174896100014’); · Zbl 0991.74513
[47] 47. H. Xia and N. Zhang, Dynamic analysis of railway bridge under high-speed trains, Comput. Struct.83 (23) (2005) 1891-1901. genRefLink(16, ’S0219455415500510BIB047’, ’10.1016%252Fj.compstruc.2005.02.014’); genRefLink(128, ’S0219455415500510BIB047’, ’000231401200003’);
This reference list is based on information provided by the publisher or from digital mathematics libraries. Its items are heuristically matched to zbMATH identifiers and may contain data conversion errors. It attempts to reflect the references listed in the original paper as accurately as possible without claiming the completeness or perfect precision of the matching.