Field testing and analysis of high speed rail vibrations
Tóm tắt
Từ khóa
Tài liệu tham khảo
Andersen, 2006, Coupled boundary and finite element analysis of vibration from railway tunnels—a comparison of two- and three-dimensional models, J Sound Vib, 293, 611, 10.1016/j.jsv.2005.08.044
Auersch, 1994, Wave propagation in layered soils: theoretical solution in wavenumber domain and experimental results of hammer and railway traffic excitation, J Sound Vib, 173, 233, 10.1006/jsvi.1994.1228
Auersch, 2012, Train induced ground vibrations: different amplitude-speed relations for two layered soils, Proc Inst Mech Eng Part F J Rail Rapid Transit, 226, 469, 10.1177/0954409712437305
Badsar, 2010, Determination of the material damping ratio in the soil from SASW tests using the half-power bandwidth method, Geophys J Int, 182, 1493, 10.1111/j.1365-246X.2010.04690.x
Barkan, 1962, 1
Campos, 2009, Some stylized facts about high-speed rail: a review of HSR experiences around the world, Transp Policy, 16, 19, 10.1016/j.tranpol.2009.02.008
Connolly, 2013, Optimising low acoustic impedance back-fill material wave barrier dimensions to shield structures from ground borne high speed rail vibrations, Constr Build Mater, 44, 557, 10.1016/j.conbuildmat.2013.03.034
Connolly, 2013, Numerical modelling of ground borne vibrations from high speed rail lines on embankments, Soil Dyn Earthquake Eng, 46, 13, 10.1016/j.soildyn.2012.12.003
Connolly, DP. High speed rail testing—experimental vibration data (davidpconnolly.com). 〈http://www.davidpconnolly.com/〉; 2014.
Connolly, DP, Kouroussis, G, Fan, W, Percival, M, Giannopoulos, A, Woodward, PK,et al. An experimental analysis of embankment vibrations due to high speed rail. In: Proceedings of the 12th international railway engineering conference; 2013.
Connolly, 2014, Assessment of railway vibrations using an efficient scoping model, Soil Dyn Earthquake Eng, 58, 37, 10.1016/j.soildyn.2013.12.003
Connolly, 2014, Benchmarking railway vibrations—track, vehicle, ground and building effects, Constr Build Mater, 10.1016/j.conbuildmat.2014.07.042
Connolly, 2014, Scoping prediction of re-radiated ground-borne noise and vibration near high speed rail lines with variable soils, Soil Dyn Earthquake Eng, 66, 78, 10.1016/j.soildyn.2014.06.021
Costa, 2013, Vibrations induced by railway trafic: prediction, measurement and mitigation, Traffic induced environmental vibrations and controls: theory and application, 49
Costa, 2012, Influence of train dynamic modelling strategy on the prediction of track-ground vibrations induced by railway traffic, Proc Inst Mech Eng Part F J Rail Rapid Transit, 226, 434, 10.1177/0954409711433686
Costa, 2012, Track–ground vibrations induced by railway traffic: in-situ measurements and validation of a 2.5D FEM-BEM model, Soil Dyn Earthquake Eng, 32, 111, 10.1016/j.soildyn.2011.09.002
Costa, 2010, Influence of soil non-linearity on the dynamic response of high-speed railway tracks, Soil Dyn Earthquake Eng, 30, 221, 10.1016/j.soildyn.2009.11.002
Degrande, 2001, Free field vibrations during the passage of a Thalys high-speed train at variable speed, J Sound Vib, 247, 131, 10.1006/jsvi.2001.3718
Deutsches Institut fur Normung, 1999, DIN 4150-2—human exposure to vibration in buildings, International Standards Organisation, 1
Ditzel, 2004, The influence of a rail embankment on the vibrations generated by moving trains, J Sound Vib, 271, 937, 10.1016/S0022-460X(03)00772-7
El Kacimi, 2013, Time domain 3D finite element modelling of train-induced vibration at high speed, Comput Struct, 118, 66, 10.1016/j.compstruc.2012.07.011
Federal Railroad Administration, 2012, High-speed ground transportation noise and vibration impact assessment, U.S. Department of Transportation, 1
Ferrara, R, Leonardi, G, Jourdan, F. A two-dimensional numerical model to analyze the critical velocity of high speed infrastructure the 2D numerical model. In: Proceedings of the 14th international conference on civil, structural and environmental engineering computing; 2013. p. 1–16.
Fryba, 1972, 1
Galvin, 2009, Experimental and numerical analyses of vibrations induced by high-speed trains on the Córdoba–Málaga line, Soil Dyn Earthquake Eng, 29, 641, 10.1016/j.soildyn.2008.07.001
Galvin, 2010, Fully three-dimensional analysis of high-speed train–track–soil-structure dynamic interaction, J Sound Vib, 329, 5147, 10.1016/j.jsv.2010.06.016
Gupta, 2010, Numerical modelling of vibrations from a Thalys high speed train in the Groene Hart tunnel, Soil Dyn Earthquake Eng, 30, 82, 10.1016/j.soildyn.2009.09.004
Hussein, 2009, A numerical model for calculating vibration due to a harmonic moving load on a floating-slab track with discontinuous slabs in an underground railway tunnel, J Sound Vib, 321, 363, 10.1016/j.jsv.2008.09.023
Hussein, 2013, The use of sub-modelling technique to calculate vibration in buildings from underground railways, Proc Inst Mech Eng Part F J Rail Rapid Transit
Kogut, J, Degrande, G, Haegeman, W, Karl, L. Free field vibration due to the passage of an IC train and a Thalys HST on the high speed track L2 Brussels-Koln. IABSE symposium report; 2002. 10.2749/222137803796330176.
Kouroussis, 2005, Mesures de vibrations induites sur l’environnement par le passage de trains à grande vitesse, Faculte Polytechnique De Mons, 1
Kouroussis, G, Connolly, DP, Forde, MC, Verlinden, O. An experimental study of embankment conditions on high-speed railway ground vibrations. In: International congress on sound and vibration (ICSV20). Bangkok, Thailand; 2013. p. 1–8.
Kouroussis, 2014, Train speed calculation using ground vibrations, Proc Inst Mech Eng Part F J Rail Rapid Transit, 0, 1
Kouroussis, 2014, Railway induced ground vibrations—a review of vehicle effects, Int J Rail Transp, 2, 69, 10.1080/23248378.2014.897791
Kouroussis, 2011, Free field vibrations caused by high-speed lines: measurement and time domain simulation, Soil Dyn Earthquake Eng, 31, 692, 10.1016/j.soildyn.2010.11.012
Krylov, 1995, Generation of ground vibrations by superfast trains, Appl Acoust, 44, 149, 10.1016/0003-682X(95)91370-I
Lai, 2002, Simultaneous measurement and inversion of surface wave dispersion and attenuation curves, Soil Dyn Earthquake Eng, 22, 923, 10.1016/S0267-7261(02)00116-1
Ling, 2010, Field monitoring on the train-induced vibration response of track structure in the Beiluhe permafrost region along Qinghai–Tibet railway in China, Cold Reg Sci Technol, 60, 75, 10.1016/j.coldregions.2009.08.005
Lombaert, 2009, Ground-borne vibration due to static and dynamic axle loads of InterCity and high-speed trains, J Sound Vib, 319, 1036, 10.1016/j.jsv.2008.07.003
Lombaert, 2006, The experimental validation of a numerical model for the prediction of railway induced vibrations, J Sound Vib, 297, 512, 10.1016/j.jsv.2006.03.048
Lopes, 2014, Numerical modelling of vibrations induced by railway traffic in tunnels: from the source to the nearby buildings, Soil Dyn Earthquake Eng, 61–62, 269, 10.1016/j.soildyn.2014.02.013
Madshus, 2000, High-speed railway lines on soft ground: dynamic behaviour at critical train speed, J Sound Vib, 231, 689, 10.1006/jsvi.1999.2647
Park Seismic. . Multichannel analysis of surface waves. Retrieved from www.masw.com; 2013
Petyt, 2002, A model for ground vibration from railway tunnels, Proc Inst Civ Eng Transp, 153, 121
Rix, 2000, In situ measurement of damping ratio using surface waves, J Geotech Geoenviron Eng, 126, 472, 10.1061/(ASCE)1090-0241(2000)126:5(472)
Sheng, 1999, Ground vibration generated by a harmonic load acting on a railway track, J Sound Vib, 225, 3, 10.1006/jsvi.1999.2232
Stiebel, 2011, Protocol for free field measurement of mitigation effects (RIVAS—Deliverable D1.2), 1
Stiebel, 2012, Definition of reference cases typical for hot-spots in Europe with existing vibration problems (RIVAS—Deliverable D1.5), 1
Thompson, 2009, Railway noise and vibration, 1
Varandas, 2011, Dynamic behaviour of railway tracks on transitions zones, Comput Struct, 89, 1468, 10.1016/j.compstruc.2011.02.013
Wang, 2011, High speed Maglev train-guideway–tunnel–soil modelling of ground vibration, J Rail Rapid Transit
Wathelet, 2008, An improved neighborhood algorithm: parameter conditions and dynamic scaling, Geophys Res Lett, 35, 1, 10.1029/2008GL033256
Wathelet, M. www.Geopsy.org; 2008b.
Wood, 1990, 462