高速列车诱发的环境振动研究综述
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摘要
高速列车诱发的环境振动是当今铁路交通领域的热点问题.文中介绍了研究该问题的四种基本方法,即解析的波数-频率域法、数值分析法、试验法和经验法.按研究方法分类,总结过去十多年里该领域的研究状况及进展,提出了今后需进一步研究的若干问题.
Environmental vibration induced by high-speed trains is a hot issue in the railway traffic engineering.In this paper,four fundamental methods developed for analyzing this problem,i.e.analytical wavenumber-frequency domain approach,numerical approach,and experimental and empirical approach,are introduced.The relevant literatures during the past decade are separated into these three categories and reviewed accordingly.The problems are presented for further investigation in the future.
Environmental vibration induced by high-speed trains is a hot issue in the railway traffic engineering.In this paper,four fundamental methods developed for analyzing this problem,i.e.analytical wavenumber-frequency domain approach,numerical approach,and experimental and empirical approach,are introduced.The relevant literatures during the past decade are separated into these three categories and reviewed accordingly.The problems are presented for further investigation in the future.
引文
[1]D.V.Jones,D.Le Houedec,M.Petyt.Ground vibrations due toa rectangular harmonic load[J].Journal of Sound and Vibration,1998,212(1):61-74.
[2]A.Ditzel,G.C.Herman,G.G.Drijkoningen.Seismograms ofmoving trains:comparison of theory and measurement[J].Jour-nal of Sound and Vibration,2001,248(4):635-652.
[3]A.Ditzel,G.C.Herman.The influence of a rail embankment onthe vibrations generated by moving trains[J].Journal of Soundand Vibration,2004,271:937-957.
[4]蒋通,程昌熟.用二次形函数薄层法分析弹性层状地基中的动力问题[J].力学季刊,2006,27(3):495-504.
[5]Victor V.Krylov.Vibrational impact of high-speed trains.I.Ef-fect of track dynamics[J].J.Acoust.Soc.Am.1996,100(5):3121-3134.
[6]Amir M.Kaynia,Christian Madshus,Peter Zackrisson.Groundvibration from high-speed trains:prediction and countermeasure[J].Journal of Geotechnical and Geoenvironmental Engineering,JUNE 2000:531-537.
[7]A.V.Metrikine,A.C.W.M.Vrouwenvelder.Surface ground vi-bration due to a moving train in a tunnel:two-dimensional model[J].Journal of Sound and Vibration,2000,234(1):43-66.
[8]X.Sheng,C.J.C.Jones,M.Petyt.Ground vibration generatedby a load moving along a railway track[J].Journal of Soundand Vibration,1999,228(1):129-156.
[9]B.Picoux,D.Le Houedec.Diagnosis and prediction of vibrationfrom railway trains[J].Soil Dynamics and Earthquake Engineer-ing,2005,25:905-921.
[10]谢伟平,胡建武,徐劲.高速移动荷载作用下的轨道一地基系统的动力响应[J].岩石力学与工程学报,2002,21(7):1075-1078.
[11]边学成,陈云敏.列车荷载作用下轨道和地基的动响应分析[J].力学学报,2005,37(4):477-484.
[12]雷晓燕.高速列车诱发地面波与轨道强振动研究[J].铁道学报,2006,28(3):78-82.
[13]雷晓燕.高速铁路轨道振动与轨道临界速度的傅立叶变化法[J].中国铁道科学,2007,28(6):30-34.
[14]聂志红,刘宝琛,李亮等.移动荷载作用下轨道路基动力响应分析[J].中国铁道科学,2006,27(2):15-19.
[15]和振兴,翟婉明.高速列车作用下板式轨道引起的地面振动[J].中国铁道科学,2007,28(2):7-11.
[16]李志毅,高广运,冯世进等.高速列车运行引起的地表振动分析[J].同济大学学报(自然科学版),2007,35(7):909-914.
[17]A.Karlstrom,A.Bostrom.An analytical model for train-in-duced ground vibrations from railways[J].Journal of Sound andVibration,2006,292:221-241.
[18]A.Karlstrom,A.Bostrom.Efficiency of trenches along railwaysfor trains moving at sub-or supersonic speeds[J].Soil Dynamicsand Earthquake Engineering,2007,27(7):625-641.
[19]Yean-Seng Wu,Yeong-Bin Yang.A semi-analytical approachfor analyzing ground vibrations caused by trains moving over ele-vated bridges[J].Soil Dynamics and Earthquake Engineering,2004,24:949-962.
[20]X.Sheng,C.J.C.Jones,D.J.Thompson.A theoretical modelfor ground vibration from trains generated by vertical track irreg-ularities[J].Journal of Sound and Vibration,2004,272:937-965.
[21]G.Lombaert,G.Degrande,et.al.The experimental validationof a numerical model for the prediction of railway induced vibra-tions[J].Journal of Sound and Vibration,2006,297:512-535.
[22]L.Schillemans.Impact of sound and vibration of the North-South high-speed railway connection through the city of AntwerpBelgium[J].Journal of Sound and Vibration,2003,267:637-649.
[23]Lars Hall.Simulations and analyses of train-induced ground vi-brations in finite element models[J].Soil Dynamics and Earth-quake Engineering,2003,23:403-413.
[24]R.Paolucci,A.Maffeis,et.al.Numerical prediction of low-fre-quency ground vibrations induced by high-speed trains at Leds-gaard,Sweden[J].Soil Dynamics and Earthquake Engineering,2003,23:425-433.
[25]Shen-Haw Ju,Hung-Ta Lin.Analysis of train-induced vibra-tions and vibration reduction schemes above and below criticalRayleigh speeds by finite element method[J].Soil Dynamics andEarthquake Engineering,2004,24:993-1002.
[26]S.H.Ju.Finite element analysis of structure-borne vibrationfrom high-speed train[J].Soil Dynamics and Earthquake Engi-neering,2007,27:259-273.
[27]Torbjorn Ekevid,Nils-Erik Wiberg.Wave propagation relatedto high-speed train A scaled boundary FE-approach for un-bounded domains[J].Comput.Methods Appl.Mech.Engrg.,2002,191:3947-3964.
[28]边学成,陈云敏.基于2.5维有限元方法分析列车荷载产生的地基波动[J].岩土力学与工程学报,2006,25(11):2335-2342.
[29]L.Auersch.The excitation of ground vibration by rail traffic:theory of vehicle-track-soil interaction and measurements onhigh-speed lines[J].Journal of Sound and Vibration,2005,284:103-132.
[30]L.Auersch.Ground vibration due to railway traffic-The calcu-lation of the effects of moving static loads and their experimentalverification[J].Journal of Sound and Vibration,2006,293:599-610.
[31]L.Andersen,S.R.K.Nielsen.Reduction of ground vibrationby means of barriers or soil improvement along a railway track[J].Soil Dynamics and Earthquake Engineering,2005,25:701-716.
[32]G.Degrande,D.Clouteau,et.al.A numerical model forground-borne vibrations from underground railway traffic basedon a periodic finite element-boundary element formulation[J].Journal of Sound and Vibration,2006,293:645-666.
[33]X.Sheng,C.J.C.Jones,D.J.Thompson.Prediction of groundvibration from trains using the wavenumber finite and boundaryelement methods[J].Journal of Sound and Vibration,2006,293:575-586.
[34]Y.B.Yang,H.H.Hung,D.W.Chang.Train-induced wavepropagation in layered soils using finite/infinite element simula-tion[J].Soil Dynamics and Earthquake Engineering,2003,23:263-278.
[35]Kojiro FUJII,Yasushi TAKEI,Kiwamu TSUNO.Propagationproperties of train-induced vibration from tunnels[J].QR ofRTRI,2005,46(3):194-199.
[36]G.Degrande,M.Schevenelsa,et.al.Vibrations due to a testtrain at variable speeds in a deep bored tunnel embedded inLondon clay[J].Journal of Sound and Vibration,2006,293:626-644.
[37]夏禾,张楠,曹艳梅.列车对周围地面及建筑物振动影响的试验研究[J].铁道学报,2004,26(4):93-98.
[38]蒋通,张昕.高架轨道交通引起环境振动的实测与数值模拟[J].同济大学学报,2004,32(5):565-569.
[39]闫维明,聂晗等.地铁交通引起的环境振动的实测与分析[J].地震工程与工程振动,2006,26(4):187-191.
[40]周云,王柏生.行驶列车引起的周边建筑物振动分析[J].振动与冲击,2006,25(1):36-41.
[41]C.Madshus,A.M.Kaynia.High-speed railway lines on softground dynamic behaviour at critical train speed[J].Journal ofSound and vibration,2000,231(3):689-701.
[42]G.Degrande,L.Schillemans.Free field vibrations during thepassage of a thalys high-speed train at variable speed[J].Jour-nal of Sound and Vibration,2001,247(1):131-144.
[43]U.S.Federal Railroad Administration.High-Speed GroundTransportation Noise and Vibration Impact Assessment[R].Washington D.C.:U.S.Department of Transportation,2005.
[44]C.Madshus,B.Bessason,L.Harvik.Prediction model for lowfrequency vibration from high speed railways on soft ground[J].Journal of Sound and Vibration,1996,193(1):195-203.
[45]Christoffer With,Mehdi Bahrekazemi,Anders Bodare.Valida-tion of an empirical model for prediction of train-induced groundvibrations[J].Soil Dynamics and Earthquake Engineering,2006,26:983-990.
[2]A.Ditzel,G.C.Herman,G.G.Drijkoningen.Seismograms ofmoving trains:comparison of theory and measurement[J].Jour-nal of Sound and Vibration,2001,248(4):635-652.
[3]A.Ditzel,G.C.Herman.The influence of a rail embankment onthe vibrations generated by moving trains[J].Journal of Soundand Vibration,2004,271:937-957.
[4]蒋通,程昌熟.用二次形函数薄层法分析弹性层状地基中的动力问题[J].力学季刊,2006,27(3):495-504.
[5]Victor V.Krylov.Vibrational impact of high-speed trains.I.Ef-fect of track dynamics[J].J.Acoust.Soc.Am.1996,100(5):3121-3134.
[6]Amir M.Kaynia,Christian Madshus,Peter Zackrisson.Groundvibration from high-speed trains:prediction and countermeasure[J].Journal of Geotechnical and Geoenvironmental Engineering,JUNE 2000:531-537.
[7]A.V.Metrikine,A.C.W.M.Vrouwenvelder.Surface ground vi-bration due to a moving train in a tunnel:two-dimensional model[J].Journal of Sound and Vibration,2000,234(1):43-66.
[8]X.Sheng,C.J.C.Jones,M.Petyt.Ground vibration generatedby a load moving along a railway track[J].Journal of Soundand Vibration,1999,228(1):129-156.
[9]B.Picoux,D.Le Houedec.Diagnosis and prediction of vibrationfrom railway trains[J].Soil Dynamics and Earthquake Engineer-ing,2005,25:905-921.
[10]谢伟平,胡建武,徐劲.高速移动荷载作用下的轨道一地基系统的动力响应[J].岩石力学与工程学报,2002,21(7):1075-1078.
[11]边学成,陈云敏.列车荷载作用下轨道和地基的动响应分析[J].力学学报,2005,37(4):477-484.
[12]雷晓燕.高速列车诱发地面波与轨道强振动研究[J].铁道学报,2006,28(3):78-82.
[13]雷晓燕.高速铁路轨道振动与轨道临界速度的傅立叶变化法[J].中国铁道科学,2007,28(6):30-34.
[14]聂志红,刘宝琛,李亮等.移动荷载作用下轨道路基动力响应分析[J].中国铁道科学,2006,27(2):15-19.
[15]和振兴,翟婉明.高速列车作用下板式轨道引起的地面振动[J].中国铁道科学,2007,28(2):7-11.
[16]李志毅,高广运,冯世进等.高速列车运行引起的地表振动分析[J].同济大学学报(自然科学版),2007,35(7):909-914.
[17]A.Karlstrom,A.Bostrom.An analytical model for train-in-duced ground vibrations from railways[J].Journal of Sound andVibration,2006,292:221-241.
[18]A.Karlstrom,A.Bostrom.Efficiency of trenches along railwaysfor trains moving at sub-or supersonic speeds[J].Soil Dynamicsand Earthquake Engineering,2007,27(7):625-641.
[19]Yean-Seng Wu,Yeong-Bin Yang.A semi-analytical approachfor analyzing ground vibrations caused by trains moving over ele-vated bridges[J].Soil Dynamics and Earthquake Engineering,2004,24:949-962.
[20]X.Sheng,C.J.C.Jones,D.J.Thompson.A theoretical modelfor ground vibration from trains generated by vertical track irreg-ularities[J].Journal of Sound and Vibration,2004,272:937-965.
[21]G.Lombaert,G.Degrande,et.al.The experimental validationof a numerical model for the prediction of railway induced vibra-tions[J].Journal of Sound and Vibration,2006,297:512-535.
[22]L.Schillemans.Impact of sound and vibration of the North-South high-speed railway connection through the city of AntwerpBelgium[J].Journal of Sound and Vibration,2003,267:637-649.
[23]Lars Hall.Simulations and analyses of train-induced ground vi-brations in finite element models[J].Soil Dynamics and Earth-quake Engineering,2003,23:403-413.
[24]R.Paolucci,A.Maffeis,et.al.Numerical prediction of low-fre-quency ground vibrations induced by high-speed trains at Leds-gaard,Sweden[J].Soil Dynamics and Earthquake Engineering,2003,23:425-433.
[25]Shen-Haw Ju,Hung-Ta Lin.Analysis of train-induced vibra-tions and vibration reduction schemes above and below criticalRayleigh speeds by finite element method[J].Soil Dynamics andEarthquake Engineering,2004,24:993-1002.
[26]S.H.Ju.Finite element analysis of structure-borne vibrationfrom high-speed train[J].Soil Dynamics and Earthquake Engi-neering,2007,27:259-273.
[27]Torbjorn Ekevid,Nils-Erik Wiberg.Wave propagation relatedto high-speed train A scaled boundary FE-approach for un-bounded domains[J].Comput.Methods Appl.Mech.Engrg.,2002,191:3947-3964.
[28]边学成,陈云敏.基于2.5维有限元方法分析列车荷载产生的地基波动[J].岩土力学与工程学报,2006,25(11):2335-2342.
[29]L.Auersch.The excitation of ground vibration by rail traffic:theory of vehicle-track-soil interaction and measurements onhigh-speed lines[J].Journal of Sound and Vibration,2005,284:103-132.
[30]L.Auersch.Ground vibration due to railway traffic-The calcu-lation of the effects of moving static loads and their experimentalverification[J].Journal of Sound and Vibration,2006,293:599-610.
[31]L.Andersen,S.R.K.Nielsen.Reduction of ground vibrationby means of barriers or soil improvement along a railway track[J].Soil Dynamics and Earthquake Engineering,2005,25:701-716.
[32]G.Degrande,D.Clouteau,et.al.A numerical model forground-borne vibrations from underground railway traffic basedon a periodic finite element-boundary element formulation[J].Journal of Sound and Vibration,2006,293:645-666.
[33]X.Sheng,C.J.C.Jones,D.J.Thompson.Prediction of groundvibration from trains using the wavenumber finite and boundaryelement methods[J].Journal of Sound and Vibration,2006,293:575-586.
[34]Y.B.Yang,H.H.Hung,D.W.Chang.Train-induced wavepropagation in layered soils using finite/infinite element simula-tion[J].Soil Dynamics and Earthquake Engineering,2003,23:263-278.
[35]Kojiro FUJII,Yasushi TAKEI,Kiwamu TSUNO.Propagationproperties of train-induced vibration from tunnels[J].QR ofRTRI,2005,46(3):194-199.
[36]G.Degrande,M.Schevenelsa,et.al.Vibrations due to a testtrain at variable speeds in a deep bored tunnel embedded inLondon clay[J].Journal of Sound and Vibration,2006,293:626-644.
[37]夏禾,张楠,曹艳梅.列车对周围地面及建筑物振动影响的试验研究[J].铁道学报,2004,26(4):93-98.
[38]蒋通,张昕.高架轨道交通引起环境振动的实测与数值模拟[J].同济大学学报,2004,32(5):565-569.
[39]闫维明,聂晗等.地铁交通引起的环境振动的实测与分析[J].地震工程与工程振动,2006,26(4):187-191.
[40]周云,王柏生.行驶列车引起的周边建筑物振动分析[J].振动与冲击,2006,25(1):36-41.
[41]C.Madshus,A.M.Kaynia.High-speed railway lines on softground dynamic behaviour at critical train speed[J].Journal ofSound and vibration,2000,231(3):689-701.
[42]G.Degrande,L.Schillemans.Free field vibrations during thepassage of a thalys high-speed train at variable speed[J].Jour-nal of Sound and Vibration,2001,247(1):131-144.
[43]U.S.Federal Railroad Administration.High-Speed GroundTransportation Noise and Vibration Impact Assessment[R].Washington D.C.:U.S.Department of Transportation,2005.
[44]C.Madshus,B.Bessason,L.Harvik.Prediction model for lowfrequency vibration from high speed railways on soft ground[J].Journal of Sound and Vibration,1996,193(1):195-203.
[45]Christoffer With,Mehdi Bahrekazemi,Anders Bodare.Valida-tion of an empirical model for prediction of train-induced groundvibrations[J].Soil Dynamics and Earthquake Engineering,2006,26:983-990.
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