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Since its occurrence, railway has been the focus of the world transportation.
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References
060s, (2016) http://new.060s.com/article_pic/2016/07/26/19018.7.htm, 26 Jun 2016
AASHTO (1991) AASHTO LRFD bridge design specifications [S]. American association of state highway and transportation officials. Washington, DC, USA
An N (2013) Research on damage detection techniques based on coupled vehicle-bridge vibration responses [D]. Beijing Jiaotong University, Beijing (in Chinese)
An N, Xia H, Zhan JW (2010) Identification of beam crack using the dynamic response of a moving spring-mass unit [J]. Interact Multiscale Mech—An Int J 3(4):321–332
Bao HF (2008) Frequency-domain analysis of long-span bridge buffeting under skew winds with effect of static wind displacement [D]. Tongji University, Shanghai (in Chinese)
Bhatti MH (1982) Vertical and lateral dynamic response of railway bridges due to nonlinear vehicles and track irregularities [D]. Illinois Institute of Technology
Bian XC (2006) Analysis of viaduct-ground vibration due to high-speed train moving loads [J]. J Vib Eng 19(4):438–445 (in Chinese)
Bishop RED (1979) Vibration [M], 2nd edn. Cambridge University Press, London
blog.alighting, (2012) http://blog.alighting.cn/1266/archive/2015/5/27/267747.html fig-7 2012-03-15
blog.sina, (2011) http://blog.sina.com.cn/s/blog_66d16c570102drya.html fig-222011-7-25
Brown TG (2000) Ice loads on the piers of confederation bridge, Canada [J]. Struct Eng 78(5):18–23
Brown TG (2007) Analysis of ice event loads derived from structural response [J]. Cold Reg Sci Technol 47(3):224–232
Buth CE (2009) Guidelines for designing bridge piers and abutments for vehicle collisions [R]. Semi annual report. Texas Transportation Institute, TX, USA
Buth CE, Abu-Odeh AY, Brackin MS, Geedipally SR, Lord D, Williams WF (2010) Guidelines for designing bridge piers and abutments for vehicle collisions [R]. Project summary, texas department of transportation project. Texas Transportation Institute
Cai CB (2004) Theory and application of train-track-bridge coupling vibration in high-speed railways [D]. Southwest Jiaotong University, Chengdu (in Chinese)
Cao XQ, Chen X (1986) Analysis for random vibration of truss bridges produced by the hunting action between wheels and track [J]. J Railwa 01:89–97(1). (in Chinese)
Cao XQ (1991) Lateral vibration for steel truss bridge[M]. China Railway Publishing House, Beijing (in Chinese)
Cao XQ, Wu DJ, Luo WW (1999) The report of standard stiffness verification of railway bridges [R]. Shanghai Tiedao University, Shanghai (in Chinese)
Carter FW (1926) On the action of a locomotive driving wheel [C]. Proc. R Soc Lond A: Math Phys Eng Sc. R Soc 112(760):151–157
Chen YJ (1975) The evolution of basic theory of bridge vibration under vehicle load [J]. Bridge Construction 2:18–20 (in Chinese)
Chen ZH (1995) Preliminary research on the impact of ship to the large bridge pier and its parameter test [D]. Nanjing University of Science and Technology, Nanjing (in Chinese)
Chen DH (2011) Research on vibration control of dynamic responses for vehicle-bridge system under earthquakes [D]. Center South University, Changsha (in Chinese)
Chen LK (2012) Seismic responses of high-speed railway train-ballastless track-bridge system and train-running safety during earthquake [D]. Central South University, Changsha (in Chinese)
Chen ZQ, Hua XG (2009) Vibration and Dynamic Design of Footbridge [M]. China Communications Press, Beijing (in Chinese)
Chen LK, Jiang LZ, Tao L, Yu ZW (2012) Seismic response analysis of high-speed vehicle-bridge considering soil-structure interaction [J]. Rock Soil Mech 33(10):316–3170
Chen LK, Jiang LZ, Guo WW et al (2014a) The seismic response of high-speed railway bridges subjected to near-fault forward directivity ground motions using a vehicle-track-bridge element [J]. Shock Vib. Article ID985602
Chen LK, Zhang N, Jiang LZ et al (2014b) Near-fault directivity pulse-like ground motion effect on high-speed railway bridge [J]. Journal of Central South University 21:2425–2436
Cheng QG, Pan JY (1992a) Vertical stiffness analysis of long-span cable-stayed railway bridge [C]. In: The national academic conference on bridge structure, pp 1163–1168. (in Chinese)
Cheng QG, Xu WP (1992b) Discussion of train running property of long-span cable-stayed railway bridge [C]. In: The national academic conference on bridge structure, pp 41–45. (in Chinese)
chiuphysics.cgu (2011) http://chiuphysics.cgu.edu.tw/yun-ju/cguweb/PhyExp/Exp201Wave/Exp201Home07Bridge.html. Accessed 17 Oct 2011
Christensen FT, Timco GW, Nwogu OG (1995) Compliant model tests with the great belt west bridge piers in ice Part II: Analyses of results [J]. Cold Reg Sci Technol 23(2):165–182
Chu KH, Dhar CL, Garg VK (1979) Railway-bridge impact: simplified train and bridge model [J]. J Struct Div 105(9):1823–1844
Consolazio GR, Cowan DR (2003) Nonlinear analysis of barge crush behavior and its relationship to impact resistant bridge design [J]. Comput Struct 81(8–11):547–557
Consolazio GR, Cook RA, McVay MC et al (2006) Barge impact testing of the St. George Island causeway bridge, phase III: physical testing and data interpretation [R]. Final Report to FDOT, Contract No. BC-354, Gainsville, Fla
Cooper JD, Fiedland IM, Buckle IG, Nimis RB, McMullin-Bobb N (1994) The Northridge Earthquake: Progress Made, Lessons Learned in Seismic-Resistant Bridge Design [J]. Public Roads 58(1). https://www.fhwa.dot.gov/publications/publicroads/94summer/p94su26.cfm
Cui SA (2009) Refined simulation study between vehicle and bridge based on multi-body system dynamics and finite element method [D]. Southwest Jiaotong University, Chengdu (in Chinese)
Cui KP (2015) Research of motor collision loads and dynamic responses of high speed train-bridge system and running safety evaluation of trains subjected to motor collision loads [D]. Beijing Jiaotong University, Beijing (in Chinese)
Dailymail (2011) http://www.dailymail.co.uk/news/article-2026278/Passengers-face-massive-delays-lorry-gets-lodged-railway-bridge.html. Fig-232011-8-16
De Roeck G, Peeters B, Maeck J (2000) Dynamic monitoring of civil engineering structures [C]. In: Proceedings of IASS-IACM2000, computational methods for shell and spatial structures, Chania, Greece
Deng YS (2011) Dynamic Analysis and Vibration Reduction Research of Urban Rail Transit Viaduct with Ladder Track [D]. Beijing Jiaotong University, Beijing (in Chinese)
Derucher KN (1982) Analysis of concrete bridge piers for vessel impact [C]. In: Proceedings of the Sino-America symposium on bridge and structural engineering, pp 1–11
Derucher KN (1984) Bridge pile damage upon vessel impact [J]. Comput Struct 18(5):931–935
Diana G, Cheli F (1989) Dynamic interaction of railway systems with large bridges [J]. Veh Syst Dyn 18(1–3):71–106
Dong ZF, Guo J, Wang JJ (2009) Summary and prevention countermeasures of bridge collapse [J]. Shanghai Highw 2:30–32 (in Chinese)
Du XT (2011) Research on spatial dynamic effect of long-span bridge and running safety of train during strong earthquakes [D]. Beijing Jiaotong University, Beijing (in Chinese)
Du XT, Xia H, Yu Z (2011) Study on the input patterns of seismic ground motion in the dynamic interaction analysis of train-bridge system [J]. China Railw Sci 32(6):43–40 (in Chinese)
Du XT, Xia H (2012) Influence of spatial variation of seismic ground motion on dynamic response of train-bridge system [J]. Eng Mech 29(9):106–111 (in Chinese)
Du XT, Xu YL, Xia H (2012) Dynamic interaction of bridge-train system under non-uniform seismic ground motion [J]. Earthq Eng Struct Dyn 41(1):139–157
EL-Tawil S, Severino E, Fonseca P (2005) Vehicle collision with bridge piers [J]. J Bridg Eng 10(3):345–353
ERRI D214 Committee (1999) Rail bridges for speeds higher than 200 km/h [R]. Research Report of the European Rail Research Institute [J]
eurail (2016) http://www.eurail.com/europe-by-train/high-speed-trains/ice-fig4. Accessed 25 Sept 2016
Frýba L (1972) Vibration of solids and structures under moving loads [J]. Springer, Dordrecht
Frýba L (1976) Non-stationary response of a beam to a moving random force [J]. J Sound Vib 46(3):323–338
Gao MM, Pan JY (1999) The study on dynamic characteristics of prestressed concrete cable-stayed high speed bridges [J]. Traffic Eng Sci Technol 2:1–7 (in Chinese)
Gao XJ, Guo YC, Li MY, Guo XK (2014) Dynamic response analysis of the vehicle-bridge system considering soil-structure dynamic interaction [J]. World Earthq Eng 30(4):47–54 (in Chinese)
Green MF, Cebon D (1994) Dynamic response of highway bridges to heavy vehicle loads: theory and experimental validation [J]. J Sound Vib 170(1):51–78
Green MF, Cebon V (1997) Dynamic interaction between heavy vehicles and highway bridges [J]. Comput Struct 52(2):253–264
Guo WW (2005) Dynamic responses of long-span bridges and running safety of trains under wind action [D]. Beijing Jiaotong University, Beijing (in Chinese)
Guo XR, Zeng QY (2000) Analysis of dynamic characteristic and train running performance of multi-II type prestressed concrete bridge for high-speed railway [J]. J China Railw Soc 22(1):72–78 (in Chinese)
Guo ZW, Ge YJ (2013) Impulse response functions of self-excited force and flutter analysis in time domain for bridge [J]. China J Highw Transp 26(6):103–109 (in Chinese)
Guo WW, Xu YL, Xia H, Zhang WS, Shum KM (2007) Dynamic response of suspension bridge to typhoon and trains ii: numerical results [J]. J Struct Eng ASCE 133(1):12–21
Guo WW, Xia H, Xu YL (2010) Running safety analysis of a train on the Tsing Ma Bridge under turbulent wind [J]. Earthq Eng Eng Vib 9(3):307–318
Guo WW, Xia H, De Roeck G, Liu K (2012) Integral model for train-track-bridge interaction on the Sesia viaduct: dynamic simulation and critical assessment [J]. Comput Struct 112–113:205–216
Guo WH, Zhang JW, Xiang CQ (2015a) Wind tunnel test of aerodynamic characteristics of high-speed train on bridge [J]. J Cent South Univ (Science and Technology), 08:5151–3159 (in Chinese)
Guo WW, Wang YJ, Xia H, Lu S (2015b) Wind tunnel test on aerodynamic effect of wind barriers on train-bridge system [J]. Sci China Technol Sci 58(2):219–225
Guo WW, Xia H, Karoumi R, Zhang T, Li XZ (2015c) Aerodynamic effect of wind barriers and running safety of trains on high-speed railway bridges under cross winds [J]. Wind Struct 20(2):213–236
Han Y (2000) Study of computational method of river Ice effects on bridge pies [D]. Harbin University of Civil Engineering and Architecture, Harbin (in Chinese)
Han Y (2005) Dynamic responses of high-speed railway bridges and running safety of vehicles during earthquakes [D]. Beijing Jiaotong University, Beijing (in Chinese)
Han Y, Wang XD (2015) Research on seismic design of continuous track bridge based on running safety [J]. Railw Eng 7:1–6 (in Chinese)
Harik IE, Shaaban AM, Gesund H, Valli GYS, Wang ST (1990) United States bridge failures, 1951-1988[J]. J Perform Constr Facil ASCE 4(4):272–277
He FL, Li J (1999) Curvature and super elevation effects on coupled vibration of vehicle and curved bridge [J]. Bridge Constr 03:7–9 (in Chinese)
He XW, Kawatani MU, Hayashikawa TR, Matsumoto TS (2011) Numerical analysis on seismic response of Shinkansen bridge-train interaction system under moderate earthquakes [J]. Earthq Eng Eng Vib 10:85–97
He XH, Shi K, Wu T, Zou YF, Wang HF, Qin HX (2016) Aerodynamic performance of a novel wind barrier for train-bridge system [J]. Wind Struct 23(3):171–189
hnxttv (2016) http://www.hnxttv.com/news/2016-01/16/cms65353article.shtml fig-212016-1-16
Hou ZM (2013) Theoretical analyses and model test for dynamic behaviors and damage identification of steel-concrete Beam bridges [D]. Beijing Jiaotong University, Beijing (in Chinese)
Hou ZM, Xia H, Zhang YL (2012) Dynamic analysis and shear connector damage identification of steel-concrete composite beams [J]. Steel and Compos Struct 13(4):327–341 327
Hou ZM, Xia H, Wang YQ, Zhang YL, Zhang TS (2015) Dynamic analysis and model test on steel-concrete composite beams under moving loads [J]. Steel Compos Struct 18(3):565–582
Hu SL, Guo WH (2009) Aerodynamic characteristics of high-speed vehicle and bridge in the crosswind [J]. J Chongqing Jiaotong Univ (Natural Science), 06:1008–1010 + 1015. (in Chinese)
Huang L, Liao HL, Li YL (2006) Analysis of flow characteristics around train-bridge system under cross wind and train induced wind [J]. J Railw Sci Eng 06:61–65 (in Chinese)
ifeng (2015) http://gz.ifeng.com/fygy/detail_2015_10/16/4450588_0.shtml fig-20 2015-10-16
Inglis CE (1934) A mathematical treatise on vibrations in railway bridges [M]. Cambridge
Jin ZB (2007) Train-track-bridge system and train-bridge stochastic vibration [D]. Southwest Jiaotong University, Chengdu
Johnson KL (1958) The effect of spin upon the rolling motion of an elastic sphere on a plane [J]. J Appl Mech 25(3):332–338
Ju SH (2012) Nonlinear analysis of high-speed trains moving on bridges during earthquakes [J]. Nonlinear Dyn 69:173–183
Ju SH (2013) Improvement of bridge structures to increase the safety of moving trains during earthquakes [J]. Eng Struct 56:501–508
Kaliyaperumal G, Imam B, Righiniotis T (2011) Advanced dynamic finite element analysis of a skew steel railway bridge [J]. Eng Struct 33(1):181–190
Kalker JJ (1973) Simplified theory of rolling contact [J]. Delft Progress Rep 1(1):1–10
Kalker JJ (1979) The computation of three-dimensional rolling contact with dry friction [J]. Int J Numer Meth Eng 14(9):1293–1307
kankanews (2014) http://info.kankanews.com/c/2014-10-10/0045586100.shtml, 2014-10-10
Ke ZT, Chen XZ, Zhang D (1991) Research on dynamic performance of quasi high-speed railway bridge [J]. Railw Eng S1:62–69 (in Chinese)
Konstantakopoulos TG, Raftoyiannis IG, Michaltsos GT (2012) Suspended bridges subjected to earthquake and moving loads [J]. Eng Struct 45:223–237
Kwon SD, Lee JS, Moon JW, Kim MY (2008) Dynamic interaction analysis of urban transit maglev vehicle and guideway suspension bridge subjected to gusty wind [J]. Eng Struct 30:3445–3456
Laigaard JJ, Svensson E, Ennemark E (1996) Ship-induced derailment on a railway bridge [J]. Struct Eng Int 6(2):107–112
Lei HJ, Li XZ, Liu DJ (2014) Train running safety analysis of high-pier rigid-frame bridge under earthquake action [J]. Earthq Eng Eng Vib 34(5):87–93
Lei HJ, Li XZ (2015) Effects of structural quasi-static components on seismic responses of train-track-bridge system [J]. J Southwest Jiaotong Univ 50(1):124–130, 136 (in Chinese)
Lewis PR (2007) Disaster on the dee: Robert Stephenson’s Nemesis of 1847 [M]. Tempus Publishing, Ltd
Li GH (1978) Spatial internal force, stability and vibration analysis of truss bridges [J]. China Sci 06:687–693
Li HL, Xia H, Guo WW (2013) Study on mechanism of resonance and vibration cancellation for simply supported beam under moving loads [J]. Eng Mech 30(7):47–54 (in Chinese)
Li HL, Frangopol DM, Soliman M, Xia H (2015a) Fatigue reliability assessment of railway bridges based on probabilistic dynamic analysis of a coupled train-bridge system [J]. Struct Eng ASCE 04015158:1–16
Li HL, Xia H, Soliman M et al (2015b) Bridge stress calculation based on the dynamic response of coupled train-bridge system [J]. Eng Struct 99:334–345
Li HL (2016) Dynamic stress analysis and fatigue performance assessment of steel bridges based on train-bridge coupling vibration [D]. Beijing Jiaotong University, Beijing (in Chinese)
Li KB, Zhang N, Xia H et al (2015c) Analysis on structure-borne noise of 32 m simply supported trough-girder bridge for high-speed railway [J]. China Railw Sci 04:52–59 (in Chinese)
Li XB, Hou CL, Zhang SG, Zhang JY, Zhang WH (2009) Flow-induced vibration of high-speed train in passing events [J]. J Vib Shock 28(7):81–84 (in Chinese)
Li XZ, Ma WB, Qiang SZ (2002) Coupling vibration analysis of vehicle-bridge system by iterative solution method [J]. J Vib Shock 21(3):23–27 + 92. (in Chinese)
Li YL, Zhou SH, Qiang SZ (2004) Simulation of three-dimensional fluctuating wind field for large span cable-stayed bridge [J]. China Civil Eng J 36(10):60–65 (in Chinese)
Li YL, Qiang SZ, Liao HL, Xu YL (2005a) Dynamics of wind–rail vehicle–bridge systems [J]. J Wind Eng Ind Aerodyn 93:483–507
Li ZX, Huang J, Zhang Y, Zhang GC (2005b) Influence of seismic excitation on coupled vibration of train-bridge system in light railway [J]. Earthq Eng Eng Vib 25(6):183–188
Li XZ, Liu XH, Liu DJ (2011) Coupled vibration analysis of a bridge and vehicles with railway continuous rigid-frame soil-structure interaction [J]. J Vib Shock 30(2):54–58 (in Chinese)
Li XZ, Zhang ZJ, Liu QM (2012a) Vertical dynamic response analysis of a simply supported beam bridge under successive moving loads [J]. J Vib Shock 31(20):137–142
Li YL, Dong SF, Zang Y, Qiang SZ (2012b) Coupling vibration of wind-vehicle-bridge system for long-span road-rail suspension bridge and wind-resistant criterion of running train [J]. Eng Mech 29(12):114–120 (in Chinese)
Li YL, Hu P, Zhang MJ, Xu XL (2012c) Aerodynamic characteristics of vehicle-bridge system under cross wind: parameter studies based on wind tunnel test [J]. J Southwest Jiaotong University 2:210–217 (in Chinese)
Li YL, L X, X HY, Liao HL (2012d) Coupling vibration of wind-vehicle-bridge system for long-span steel truss cable-stayed bridge [J]. J Traffic Transp Eng 12(5):22–27 (in Chinese)
Li YL, Zhu JQ, Zhao K, Qiang SZ (2012e) Coupled vibration of wind-rail vehicle-bridge system for Shanghai Yangtze River Bridge and the wind-resistant criterion of running transit [J]. China Civ Eng J 45(9):108–114 (in Chinese)
Li YL, Xiang HY, Liao HL (2014) Study on wind shielding effect of wind screens based on coupling vibration theory of wind-vehicle-bridge (lines) systems [J]. China Civ Eng J 03:97–102 (in Chinese)
Lin YK, Yang JN (1983) Multimode bridge response to wind excitations [J]. Eng Mech ASCE 109(2):586–603
Ling L, Xiao XB, Wu L, Jin XS (2013) Effect of spectrum characteristics of seismic wave on derailment of high-speed train [J]. Eng Mech 30(1):384–393, 431. (in Chinese)
Liu DJ (2010) Coupling vibration study of wind-train-track-bridge system [D]. Southwest Jiaotong University, Chengdu (in Chinese)
Liu QJ (2014) Coupled vibration research of wind-vehicle-bridge of light rail-cum-road suspension bridges [J]. J Wuhan Univ Technol 36(3):107–113 (in Chinese)
Liu JC, Gu YN (2002) A review of approaches to mechanism of ship-bridge collision and its nonlinear FEM simulation [J]. Ship Eng 5:4–9 (in Chinese)
Liu JC, Gu YN (2003) Simulation of ship-bridge head-on collision based on finite element model of whole ship-bridge [J]. Eng Mech 20(5):155–162 (in Chinese)
Liu K, Lombaert G, De Roeck G (2014a) Dynamic analysis of multi-span viaducts under the passage of the train using a substructure approach [J]. J Bridge Eng 19(1):83–90
Liu K, Zhang N, Xia H, De Roeck G (2014b) A comparison of different solution algorithms for the numerical analysis of vehicle-bridge interaction [J]. Int J Struct Stab Dyn 14(2):1–17
Lu KL, Qiu HQ (2012) Container vehicle-truss bridge coupled vibration analysis under wind and seismic load [J]. Eng Mech 29(10):313–320, 334. (in Chinese)
Lu XZ, He ST, Huang SN (2009) Collision between over-high trucks and bridge superstructures-damage mechanism and impact loads [J]. J China Highw 22(5):60–67 (in Chinese)
Lu XZ, He ST, Huang SN (2011) Collision between over-height vehicles and bridge superstructures failure mechanism, design methodology and protection measures [M]. China Architecture and Building Press, Beijing (in Chinese)
m.tiexue (2014) http://m.tiexue.net/touch/thread_7971955_1.html fig-16a 2014–7-10
Ma KQ, Cao XQ (1994) The analysis of lateral vibration of continuous box-girder bridge with high piers while a train passing on it [J]. J Shanghai Inst Railw Technol 01:9–18 (in Chinese)
Ma XL, Gao ZS, Zhang DH (2009) Dynamic response analysis of flyover under collision of ultrahigh vehicle with different speeds [J]. Shanxi Archit 35(20):304–306 (in Chinese)
Majka M, Hartnett M (2008) Effects of speed, load and damping on the dynamic response of railway bridges and vehicles [J]. Comput Struct 86(6):556–572
Majka M, Hartnett M (2009) Dynamic response of bridges to moving trains: a study on effects of random track irregularities and bridge skewness [J]. Comput Struct 87(19–20):1233–1252
Matsuura A (1974) Dynamic interaction of bridge and high-speed train [J]. Railw Res Rep 31(5):14–17 (in Japanese)
Matsuura A (1976) A study of dynamic behavior of bridge girder for high-speed railway [J]. Proc Japan Civ Eng Soc 256:35–47 (in Japanese)
Minorsky N (1953) On interaction of non-linear oscillations [J]. J Franklin Inst 256(2):147–165
Muchnikov YM (1953) Some methods of computing vibration of elastic systems subjected to moving loads [J]. Gosstroiizdat Moscow 19(5):216–223
news.sina (2011) http://news.sina.com.cn/c/2002-08-09/1108666006.html fig-242002-8-9
Nishimura K, Terumichi Y et al (2010a) Experimental study on the vehicle safety by earthquake track excitation with 1/10 scale vehicle and roller rig [J]. J Syst Des Dyn 4(1):226–237
Nishimura K, Terumichi Y et al (2010b) Analytical study on the safety of high-speed railway vehicle on excited tracks [J]. J Syst Des Dyn 4(1):211–225
Olsson M (1985) Finite element, modal co-ordinate analysis of structures subjected to moving loads [J]. J Sound Vib 99(1):1–12
Olsson M (1991) On the fundamental moving load problem [J]. J Sound Vib 145(2):299–307
Paik JK, Pedersen PT (1996) Modeling of the internal mechanics in ship collisions [J]. Ocean Eng 23(2):107–142
Paik JK, Thayamballi AK, Pedersen PT, Park YI (2001) Ultimate strength of ship hulls under torsion [J]. Ocean Eng 28(8):1097–1133
Pan JY, Gao MM (2008) Dynamic analysis of vehicle-line-bridge in railway system [M]. China Railway Press, Beijing
Pedersen PT, Zhang SM (1998) On impact mechanics in ship collisions [J]. Mar Struct 11(10):429–449
Peters TF (1987) Transitions in engineering: guillaume Henri Dufour and the early 19th century cable suspension bridges [M]. Birkhauser Inc, Boston
Qi N (2009) Research on Ice-induced pier vibration model test and ice load identification [D]. Dalian University of Technology, Dalian (in Chinese)
Rebelo C, Da Silva LS, Rigueiro C et al (2008) Dynamic behavior of twin single-span ballasted railway viaducts: field measurements and modal identification [J]. Eng Struct 30(9):2460–2469
Rigueiro C, Rebelo C, Da Silva LS (2010) Influence of ballast models in the dynamic response of railway viaducts [J]. J Sound Vib 329(15):3030–3040
Robinson SW (1887) Vibration of bridges [J]. Trans Am Soc Civ Eng 16(1):42–65
Schallenkamp A (1937) Schwingungen von Trägernbeibewegten Lasten [J]. Arch Appl Mech 8(3):182–198
Severino E, El-Tawil S (2003) Collision of vehicles with bridge piers [C]. In: Proceedings of the second MIT conference on computational fluid and solid mechanics, pp 637–640
Shan DS, Li Q (2001) Introduction of reasonable bearing form of curved-girder bridge in high-speed railway [J]. J. Chongqing Jiaotong Univ 02: 1–5 + 18. (in Chinese)
Sharma H, Hurlebaus S, Gardoni P (2012) Performance-based response evaluation of reinforced concrete columns subject to vehicle impact [J]. Int J Impact Eng 43(5):52–62
Shen RL (1987) Spatial vibration analysis of truss bridge when train passing through bridges [D]. Southwest Jiaotong University, Chengdu (in Chinese)
Stokes GG (1849) Discussion of a differential equation relating to the breaking of railway bridges [J]. Trans Camb Philos Soc 8:287–319
Strogatz SH, Abrams DM, Mcrobie A, Eckhardt B, Ott E (2005) Theoretical mechanics: crowd synchrony on the millennium bridge [J]. Nature 438(7064):43–44
Sun JL (1998) Study on spatial dynamic interaction between train and long-span railway bridge [D]. China Academy of Railway Sciences, Beijing (in Chinese)
Sun Q, Zhang N, Wang XN (2013) Temperature effect on running safety of simply supported high-speed railway bridge [J]. Railw Eng 12:10–14 (in Chinese)
Tan CJ, Zhu B (2009) Coupled vibration analysis of high-speed train and bridge subjected to seismic excitation [J]. J Vib Shock 28(1):4–8
Tanabe M, Yamada Y, Hajime W (1987) Modal method for interaction of train and bridge [J]. Comput Struct 27(1):119–127
Tian HQ (2004) Research and applications of air pressure pulse from trains passing each other [J]. J Rail Sci Eng 1:83–89 (in Chinese)
Tian HQ, He DX (2001) 3-numerical calculation of the air pressure pulse from two trains passing by each other [J]. J China Railw Soc 23(3):18–22 (in Chinese)
Tian Y, Zhang N, Xia H (2015) Multi-scale dynamic boundary approximation method for orthotropic plate bridge deck [J]. Bridge Constr 04:100–106 (in Chinese)
Timco GW (2011) Isolated Ice floe impacts [J]. Cold Reg Sci Technol 68:35–48
Timoshenko SP (1922) On the forced vibrations of bridges [J]. The Lond Edinb Dublin Philos Mag J Sci 43(257):1018–1019
Timoshenko SP (1927). Vibration of bridges [J]. Am Soc Eng 53–61
tydf (2007) http://www.tydf.cn/read.php?fpage=26&tid=114670 fig-18 2007-6-16
TYH2004-120 (2004) Code for rating existing railway bridge [S]. China Railway Publishing House. (in Chinese)
Ueda Y, Rashed SMH (1984) The idealized structural unit method and its application to deep girder structures [J]. Comput Struct 18(2):277–293
Ueda Y, Rashed SMH, Paik JK (1995) Buckling and ultimate strength interaction in plates and stiffened panels under combined in plane biaxial and shearing forces [J]. Mar Struct 8(1):1–36
v.ku6 (2008) http://v.ku6.com/show/NBodfHRRP7sft17H.html?lb=1 fig-25a 2008-10-15
Vu-Quoc L, Olsson M (1989) A computational procedure for interaction of high-speed vehicles on flexible structures without assuming known vehicle nominal motion [J]. Comput Methods Appl Mech Eng 76(3):207–244
Wang GC (1996) Linear and nonlinear analysis of vehicle-bridge coupled vibration of railway cable-stayed bridges with long span [D]. China Academy of Railway Sciences, Beijing (in Chinese)
Wang JF (2007) Research on mechanics characteristic of river Ice and its impact on pier [D]. Northeast Forestry University, Harbin (in Chinese)
Wang JJ (2011) Research and engineering application on bridges against vessel impact [M]. China Communications Press, Beijing (in Chinese)
Wang SQ (2012) Nonlinear dynamic analysis of long-span bridge subjected to cross wind and train [D]. Beijing Jiaotong University, Beijing (in Chinese)
Wang KP (2015) Influence of bridge additional deformation on running performance of high-speed trains [D]. Beijing Jiaotong University, Beijing (in Chinese)
Wang G, Cao XQ (2000) Dynamic analysis of long-span cable-stayed bridge under the high-speed train [J]. J Shanghai Inst Railw Technol 08:7–11 + 21. (in Chinese)
Wang JJ, Chen C (2007) Simulation of damage for bridge pier subjected to ship impact [J]. Eng Mech 24(7):156–160
Wang L, Guo XR (2012) The wind-vehicle-bridge coupling dynamic analysis of three-tower suspension bridge [J]. J Railw Sci Eng 9(1):24–29 (in Chinese)
Wang TL, Garg VK, Chu KH (1991) Railway bridge/vehicle interaction studies with new vehicle model [J]. J Struct Eng 117(7):2099–2116
Wang RH, Guo XR, Zeng QY (1995) Random simulating method of artificial crawl wave of high-speed train frame [J]. J Changsha Railw Univ 02:1–7 (in Chinese)
Wang SQ, Xia H, Guo WW, Zhang N (2010) Nonlinear dynamic response analysis of a long-span suspension bridge under running train and turbulent wind [J]. Interact Multiscale Mech—An Int J 3(4):309–320
Wang KP, Xia H, Guo WW (2013a) A train-bridge coupling vibration model considering car-body flexibility based on Euler beam hypothesis [J]. J Beijing Jiaotong Univ 06:55–61 (in Chinese)
Wang SQ, Xia H, Guo WW, Du XT (2013b) Coupling vibration analysis of wind-train-bridge system considering geometric nonlinearity of bridge [J]. Eng Mech 4:122–128 (in Chinese)
Wang KP, Xia H, Xu M, Guo WW (2015) Dynamic analysis of train-bridge interaction system with flexible car-body [J]. J Mech Sci Technol 29(9):3572–3580
Wardhana K, Hadipriono FC (2003) Analysis of recent bridge failures in the United States [J]. J Perform Constr Facil 17(3):144–150
Willis R (1849) Appendix to the report of the commissioners appointed to inquire into the application of iron to railway structures [R]. HM Stationary Office, London
wikipedia (2006) https://en.wikipedia.org/wiki/Mount_Fuji#/media/File:Mountfujijapan.jpg –fig1 20 May 2006
wikipedia (2016) https://en.wikipedia.org/wiki/Tay_Bridge_disaster fig.11 2016-8-18 1879-12-28
Wiriyachai A (1980). Impact and fatigue in open deck railway truss bridges [D]. Illinois Institute of Technology
Woisin G (1976) The collision test of the GKSS [J]. Jahrbuch Schiffbautech Gesellsch 70:465–487
Woisin G (1979) Model testing with the collision protection structures in reactor ships [C]. In: Proceedings of the international symposium on advances in marine technology. Trondheim, pp 309–336
world.huanqiu (2013) http://world.huanqiu.com/photo/2013-08/2706819_2.html -fig2 2013-08-29
Xia H (1984) Dynamic responses of high piers under train passages and their influences on running safety of vehicles [D]. Northern Jiaotong University, Beijing (in Chinese)
Xia H (1998) Transverse vibration reinforcement and its experimental analysis of steel plate girder bridge [J]. Eng Mech (supplement) 438–478
Xia H (2002) Dynamic interaction of vehicles and structures [M]. Science Press, Beijing (in Chinese)
Xia CY (2012) Dynamic responses of train-bridge system subjected to collision loads and running safety evaluation of high-speed trains [D]. Beijing Jiaotong University, Beijing (in Chinese)
Xia H, Chen YJ (1992) Analysis of the lateral dynamic interaction in vehicle-girder-pier system [J]. China Civ Eng J 25(2):3–12 (in Chinese)
Xia H, Chen YJ (1994) Dynamic reliability analysis of train-bridge system under wind action [J]. China Civ Eng J 27(2):14–21 (in Chinese)
Xia H, De Roeck G (1997) System identification of mechanical structures by a high-order multivariate autoregressive model [J]. Comput Struct 64(1–4):341–351
Xia H, Chen YJ (1998) Dynamic analysis of train-bridge system under random excitations [C]. Proc Stoch Struct Dyn, Notre Dame, pp 535–543
Xia H, Zhang N (2005a) Dynamic interaction of vehicles and structures, 2nd edn [M]. Science Press, Beijing (in Chinese)
Xia H, Zhang N (2005b) Dynamic analysis of railway bridges under high-speed trains [J]. Comput Struct 83(1–4):1891–1901
Xia H, Calçada R (2013a) Traffic induced environmental vibrations and controls: theory and application [M]. Nova Science Publishers Inc, New York
Xia H, Yan GP, Chen YJ (1995) Dynamic responses of train and cable-stayed bridge system under wind action [J]. J Beijing Jiaotong Univ 19(2):131–136 (in Chinese)
Xia H, Chen YJ, Zhang D, Ke ZT (1996) Dynamic analysis of steel truss bridges under increased train speeds [J]. J China Railw Soc 05:79–86 (in Chinese)
Xia H, Xu YL, Chan THT (2000) Dynamic interaction of long suspension bridges with running trains [J]. J Sound Vib 237(2):263–280
Xia H, De Roeck G, Zhang HR, Zhang N (2001) Dynamic analysis of train-bridge system and its application in steel girder reinforcement [J]. Comput Struct 79:1851–1860
Xia H, De Roeck G, Zhang N, Maeck J (2003a) Experimental analysis of high-speed railway bridge under Thalys trains [J]. J Sound Vib 268:103–113
Xia H, Zhang N, De Roeck G (2003b) Dynamic analysis of high-speed railway bridge under articulated trains [J]. Comput Struct 81:2467–2478
Xia H, Zhang N, Gao R (2005a) Experimental analysis of railway bridges under high-speed trains [J]. J Sound Vib 282(2):517–528
Xia H, Zhang N, Cao YM (2005b) Experimental study of train-induced vibrations of environments and buildings [J]. J Sound Vib 280:1017–1029
Xia H, Han Y, Guo WW (2006a) Dynamic analysis of train-bridge system subjected to non-uniform seismic excitations [J]. J Earthq Eng Struct Dyn 35:1563–1579
Xia H, Zhang N, Guo WW (2006b) Analysis of resonance mechanism and conditions of train-bridge system [J]. J Sound Vib 297(2):810–822
Xia H, Cao YM, Zhang N (2007) Numerical analysis of vibration effects of metro trains on surrounding environment [J]. Int J Struct Stab Dyn 7(1):154–166
Xia H, Guo WW, Wu X, Pi YL, Bradford MA (2008a) Lateral dynamic interaction analysis of a train-girder-pier system [J]. J Sound Vib 318:927–942
Xia H, Guo WW, Zhang N, Sun GJ (2008b) Dynamic analysis of a train-bridge system under wind action [J]. Comput Struct 86:1845–1855
Xia H, Guo WW, Xia CY, Pi YL, Bradford MA (2009a) Dynamic interaction analysis of a LIM train and elevated bridge system [J]. J Mech Sci Technol 23(3):3257–3270
Xia H, Chen JG, Wei PB, Xia CY, Roeck De, Degrande G (2009b) Experimental investigation of railway train-induced vibrations of surrounding ground and nearby multi-story buildings [J]. J Earthq Eng Eng Vib 8(1):137–148
Xia H et al (2010a) Traffic induced environmental vibrations and controls [M]. Science Press, Beijing (in Chinese)
Xia H, Cao YM, De Roeck G (2010b) Theoretical modeling and characteristic analysis of moving-train induced ground vibrations [J]. J Sound Vib 329:819–832
Xia H, Chen JG, Xia CY, Inoue H, Zenda Y, Qi L (2010c) Experimental study of train-induced structural and environmental vibrations of rail transit elevated bridge with ladder tracks [J]. J Rail Rapid Transit 224(304):115–224
Xia CY, Lei JQ, Zhang N, Xia H, De Roeck G (2012a) Dynamic analysis of a coupled high-speed train and bridge system subjected to collision load [J]. J Sound Vib 331:2334–2347
Xia H, De Roeck G, Goicolea JM (2012b) Bridge vibration and controls: new research [M]. Nova Science Publishers Inc, New York
Xia CY, Xia H, Zhang N, Guo WW (2013a) Effect of truck collision on the dynamic response of train-bridge systems and running safety of high-speed trains [J]. Int J Struct Stab Dyn 13(3):1–18
Xia H, Deng YS, Xia CY, De Roeck G, Qi L, Sun L (2013b) Dynamic analysis of coupled train-ladder track-elevated bridge system [J]. Struct Eng and Mech 47(5):661–678
Xia CY, Xia H, De Roeck G (2014a) Dynamic response of a train-bridge system under collision loads and running safety evaluation of high-speed trains [J]. Comput Struct 140:23–38
Xia H, Zhang N, Guo WW (2014b) Coupling vibrations of train-bridge system [M]. Science Press, Beijing
Xia H, Li HL, Guo WW, De Roeck G (2014c) Vibration resonance and cancellation of simply supported bridges under moving train loads [J]. J Eng Mech ASCE 140(5):04014015-1-11
Xia CY, Zhang N, Xia H, Ma Q, Wu X (2016) A framework for carrying out train safety evaluation and vibration analysis of a trussed-arch bridge subjected to vessel collision [J]. Struct Eng Mech 59(4):683–701
Xiang HF, Ge YJ (2002) Refinements on aerodynamic stability analysis of super long-span bridges [J]. J Wind Eng Ind Aerodyn 90(12–15):1493–1515
Xiang HF (2002) State-of-art of ship collision design for bridges and future research [J]. J Tongji Univ 30(4):386–392 (in Chinese)
Xiang J, Zeng QY, Zhou ZH (2004) Mechanical mechanism and random energy analysis theory of train derailment on the bridge and its application [J]. J China Railw Soc 02:97–104 (in Chinese)
xmnn (2010). http://www.xmnn.cn/dzbk/xmwb/20100305/201003/t20100305_1347608.htm fig-16b 2010-3-5
Xin XZ (2006) Dynamic analysis of long-span PC continuous Beam (Rigid Structure) bridge-train time-varying system [D]. Beijing Jiaotong University, Beijing (in Chinese)
Xu WP (1988) Study on space dynamic interaction between train and long-span railway bridge [D]. China Railway Science, Beijing (in Chinese)
Xu LJ, Lu XZ, Smith ST, He ST (2012) Scaled model test for collision between over-height truck and bridge superstructure [J]. Int J Impact Eng 39(2012):31–42
Xu YL, Xia H, Yan QS (2003) Dynamic response of suspension bridge to high wind and running train [J]. J Bridge Eng ASCE 8(1):46–55
Xu YL, Zhang N, Xia H (2004) Vibration of coupled train and cable-stayed bridge systems in cross winds [J]. Eng Struct 26(10):1389–1406
Xu YL, Guo WW, Chen J, Shum KM, Xia H (2007) Dynamic response of suspension bridge to typhoon and trains. I: field measurement results [J]. J Struct Eng ASCE 133(1):3–11
Xuan Y, Zhang D (2001) Derailment of train caused by collision between ships and railway bridge pier [J]. Foreign Bridges 4:60–64 (in Chinese)
Yang YM (1995) Theoretical and experimental studies on dynamic interaction between train and long span railway bridge [D]. China Railway Science, Beijing. (in Chinese)
Yang YB (2003) Ground vibration induced by high-speed trains over viaducts [C]. Proc ISEV: 147–157
Yang YB, Yau JD (1997) Vehicle-bridge interaction element for dynamic analysis [J]. J Struct Eng
Yang YB, Lin CW, Yau JD (2004) Extracting bridge frequencies from the dynamic response of a passing vehicle [J]. J Sound Vib 272(3):471–493
Yau ZD, Yang YB (1999) Theory of vehicle-bridge interaction for high-speed railway [M]. Publishing technology service co. LTD., Taipei (in Chinese)
Yau JD, Yang YB (2006) Vertical accelerations of simple beams due to successive loads traveling at resonant speeds [J]. J Sound Vib 289(1):210–228
Yau JD, Frýba L (2007) Response of suspended beams due to moving loads and vertical seismic ground excitations [J]. Eng Struct 29:3255–3262
Yau JD (2009) Dynamic response analysis of suspended beams subjected to moving vehicles and multiple support excitations [J]. J Sound Vib 325:907–922
Yu Z (2013) Research on bridge damage detection based on moving load induced structural response and wavelet analysis [D]. Beijing Jiaotong University, Beijing (in Chinese)
Yu M, Zha XX (2011) Behavior of solid and hollow concrete filled steel tube columns under vehicle impact [J]. Prog Steel Build Struct 13(1):57–64 (in Chinese)
Yu MG, Zhang JY, Zhang WH (2012) Running safety of high-speed trains on bridges under strong crosswinds [J]. Chin J Mech Eng 18:104–111 (in Chinese)
Yu TL, Wang JF, Du F (2007) Experimental research on ice disaster in Huma River [J]. J Nat Disasters 16(4):43–48 (in Chinese)
Yu Z, Xia H, Goicolea JM, Xia CY (2016) Bridge damage identification from moving load induced deflection based on Wavelet Transform and Lipschitz exponent [J]. Int J Struct Stab and Dyn 16(5):1550003: 1–22
Yu ZW, Mao JF, Tan S, Zeng ZP (2015a) Probability density evolution analysis of vertical random vibration of train-bridge system [J]. J Cent South China Univ (Science and Technology) 46(04):1420–1427
Yu ZW, Mao JF, Tan S, Zeng ZP (2015b) Vertical random vibration analysis of vehicle parameters [J]. J Cent South China Univ (Science and Technology) 38(01):97–104
Yuan ZG (2010) Research on Inland river Ice mechanical property and Ice impact force on bridge pier [D]. Northeast Forestry University, Harbin (in Chinese)
Yue QJ, Guo FW, Kärnä T (2009) Dynamic ice forces of slender vertical structures due to ice crushing [J]. Cold Reg Sci Technol 56:77–83
Zeng QY, Luo NA, Jiang F (1990) Preliminary study on lateral oscillation force of train on the bridge [J]. Bridge Constr 01:28–36 (in Chinese)
Zeng QY, Yang Y, Luo NG, Jiang F, Zhang Q (1991) Lateral vibration analysis of train-bridge time varying system [J]. J China Railw Soc 02:38–46 (in Chinese)
Zeng QY, Guo XR et al (1999) Analysis theory and application of time-variant train-bridge vibration system [M]. China Railway Publishing House, Beijing (in Chinese)
Zhai WM (1996) Two simple fast integration methods for large-scale dynamic problems in engineering [J]. Int J Numer Methods Eng 39(24):4199–4214
Zhai WM (2002) New advance in vehicle-track coupling dynamics [J]. China Railw Sci 02:1–14 (in Chinese)
Zhai WM, Wang SL (2012) Influence of bridge structure stiffness on the dynamic performance of high-speed train-track-bridge coupled system [J]. China Railw Sci 01:19–26 (in Chinese)
Zhai WM, Xia H et al (2011) Train-track-bridge dynamic interaction: theory and engineering application [M]. Science Press, Beijing (in Chinese)
Zhai JP, Li M, Zhang JY, Lv FM (2013) Influence of bridge height on passing performance of high-speed trains under crosswind [J]. Comput Aided Eng 03:1–8
Zhan JW (1996) Soundness evaluation and experiment method studies on existing railway piers [D]. Beijing Jiaotong University, Beijing (in Chinese)
Zhan JW, Xia H, Chen SY, De Roeck G (2011) Structural damage identification for railway bridges based on train-induced bridge responses and sensitivity analysis [J]. J Sound Vib 330:757–770
Zhang N (2002) Theoretical analysis and experimental study on dynamic interaction of high-speed railway bridge and articulated trains [D]. Beijing Jiaotong University, Beijing (in Chinese)
Zhang T (2013) Study on running safety of trains and windproof measures for high-speed railway bridges in strong wind field [D]. Beijing Jiaotong University, Beijing (in Chinese)
Zhang L, Zeng QY (1998) An approach to control index of lateral rigidity of steel truss bridges [J]. Bridge Constr 01:3–6 (in Chinese)
Zhang N, Xia H (2013a) A vehicle-bridge interaction dynamic system analysis method based on inter-system iteration [J]. China Railw Sci 05:32–38 (in Chinese)
Zhang N, Xia H (2013b) Dynamic analysis of coupled vehicle-bridge system based on inter-system iteration method [J]. Comput Struct 114–115:26–34
Zhang D, Ke ZT, Zheng R (1996) Evaluation study on the behavior of existing bridges due to speed raise up to 160 km/h [J]. China Railw Sci 01:9–20 (in Chinese)
Zhang N, Xia H, Guo WW (2008) Vehicle-bridge vibration analysis under high-speed trains [J]. J Sound Vib 268:103–113
Zhang N, Xia H, Guo WW (2009) Analysis on the wind-vehicle-bridge coupling vibration for Nanjing Dashengguan Yangtze River Bridge of Beijing-Shanghai High-Speed Railway [J].China Railway. Science 30(1):41–48 (in Chinese)
Zhang N, Xia H, Guo WW, De Roeck G (2010a) A vehicle-bridge linear interacted model and its validation [J]. Int J Struct Stab Dyn 9(2):335–361
Zhang N, Xia H, De Roeck G (2010b) Dynamic analysis of a train-bridge system under multi-support seismic excitations [J]. J Mech Sci Technol 24(11):2181–2188
Zhang ZC, Lin JH, Zhang YH et al (2010c) Non-stationary random vibration analysis for train-bridge systems subjected to horizontal earthquakes [J]. Eng Struct 32:3571–3582
Zhang N, Xia H, De Roeck G (2011a) Analysis of a vehicle-bridge-earthquake interactive system under multi-support excitations [J]. J Harbin Eng Univ 32(1):26–32 (in Chinese)
Zhang ZC, Zhang YH, Lin JH, Zhao Y, Howson WP, Williams FW (2011b) Random vibration of a train traversing a bridge subjected to traveling seismic waves [J]. Eng Struct 33:3546–3558
Zhang JW, Guo WH, Xiang CQ (2013a) Simulation of stochastic wind field based on covariance proper transformation and weighted amplitude wave superposition [J]. J Vib Shock 21:197–203 (in Chinese)
Zhang M, Zhang N, Xia H (2013b) Analysis on wind-vehicle-bridge dynamic interaction for long-span railway suspension bridge [J]. China Railw Sci 34(4):14–21 (in Chinese)
Zhang T, Guo WW, Xia H (2013c) Aerodynamic characteristics of vehicle-bridge system under crosswinds and effect of wind barriers [J]. J China Railw Soc 35(7):102–106 (in Chinese)
Zhang T, Xia H, Guo WW (2013d) Analysis on running safety of train on bridge with wind barriers subjected to cross wind [J]. Wind Struct 17(3):203–225
Zhang N, Zhou S, Xia H, Sun L (2014) Evaluation of vehicle-track-bridge interacted system for the continuous CRTS-II non-ballast track slab [J]. Sci China Technol Sci 57(10):1895–1901
Zhang N, Ge GH, Xia H, Li XZ (2015) Dynamic analysis of coupled wind-train-bridge system considering tower shielding and triangular wind barriers [J]. Wind Struct 21(3):311–329
Zhang ZT, Ge YJ, Chen ZQ (2006) A new aerodynamic method for long-span bridge buffeting analysis [J]. Eng Mech 23(6):94–101
Zheng J et al (2008) The high-speed railway bridges in China [M]. Higher Education Press, Beijing
Zhu Y (2011) Research on theory and application of Train-bridge coupling system stochastic [D]. Southwest Jiaotong University, Chengdu (in Chinese)
Zhu HH, Zeng QY (1994) The energy random analysis of train-bridge time varying system vibration [J]. J Changsha Railw Univ 04:6–10 (in Chinese)
Zhu LD, Wang M, Guo ZS, Ding SQ (2006) Buffeting performance of double-cantilever state of a long-span cable-stayed bridge under yawed wind [J] Eng Mech 04:86–92. (in Chinese)
Zhu DY, Zhang YH, Kennedy D et al (2014) Stochastic vibration of the vehicle-bridge system subjected to non-uniform ground motions [J]. Veh Syst Dyn 52(3):410–428
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Xia, H., Zhang, N., Guo, W. (2018). Introduction. In: Dynamic Interaction of Train-Bridge Systems in High-Speed Railways. Advances in High-speed Rail Technology. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-54871-4_1
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