Abstract
With the ongoing operation of high-speed and heavy-haul railways , dynamic analysis of the track structure has become a significant research topic in the field of railway engineering. By establishing the continuous elastic beam model of track structure , analytic method for dynamic analysis of track structure is discussed, and characteristics of ground surface waves and the strong track vibration induced by high-speed trains are analyzed by the analytic method.
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Madshus C, Kaynia A (1998) High speed railway lines on soft ground: dynamic response of rail-embankment-soil system. NGI515177-1
Krylov VV (1994) On the theory of railway induced ground vibrations. J Phys 4(5):769–772
Krylov VV (1995) Generation of ground vibrations by super fast trains. Appl Acoust 44:149–164
Krylov VV, Dawson AR (2000) Rail movement and ground waves caused by high speed trains approaching track-soil critical velocities. Proc Instit Mech Eng Part F J Rail Rapid Transit 214 (F):107–116
Xiaoyan Lei, Xiaozhen Sheng (2004) Railway traffic noise and vibration. Science Press, Beijing
Belzer AI (1988) Acoustics of solids. Springer, Berlin
Vesic AS (1961) Beams on elastic subgrade and the Winkler hypothesis. In: Proceedings of the 5th international conference on soil mechanics and foundation engineering vol 1. Paris, France, pp 845–851
Heelis ME, Collop AC, Dawson AR, Chapman DN (1999) Transient effects of high speed trains crossing soft soil. In: Barends et al. (eds) Geotechnical engineering for transportation infrastructure. Balkema, Rotterdam, pp 1809–1814
Lei X, Sheng X (2008) Advanced studies in modern track theory, 2nd edn. China Railway Publishing House, Beijing
Lei X (2006) Study on critical velocity and vibration boom of track. Chin J Geotech Eng 28(3):419–422
Lei X (2006) Study on ground waves and track vibration boom induced by high speed trains. J China Railway Soc 28(3):78–82
Kerr AD, Moroney BE (1995) Track transition problems and remedies. Bull 742-Am Railway Eng Assoc Bull 742:267–297
Kerr AD (1987) A method for determining the track modulus using a locomotive or car on multi-axle trucks. Proc Am Railway Eng Assoc 84(2):270–286
Kerr AD (1989) On the vertical modulus in the standard railway track analyses. Rail Int 235(2):37–45
Moroney BE (1991) A study of railroad track transition points and problems. Master’s thesis of University of Delaware, Newark
Lei X, Mao L (2004) Dynamic response analyses of vehicle and track coupled system on track transition of conventional high speed railway. J Sound Vib 271(3):1133–1146
Lei X (2006) Effects of abrupt changes in track foundation stiffness on track vibration under moving loads. J Vibr Eng 19(2):195–199
Lei X (2006) Influences of track transition on track vibration due to the abrupt change of track rigidity. China Railway Sci 27(5):42–45
Liu L, Lei X, Liu X Designing and dynamic performance evaluation of roadbed-bridge transition on existing railways. Railway Stand Des 504(1):9–10
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Lei, X. (2017). Analytic Method for Dynamic Analysis of the Track Structure. In: High Speed Railway Track Dynamics. Springer, Singapore. https://doi.org/10.1007/978-981-10-2039-1_2
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DOI: https://doi.org/10.1007/978-981-10-2039-1_2
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