The effect of dynamic train–bridge interaction on the bridge response during a train passage

Journal of Sound and Vibration - Tập 325 - Trang 240-251 - 2009
K. Liu1, G. De Roeck1, G. Lombaert1
1Department of Civil Engineering, K.U. Leuven, Kasteelpark Arenberg 40, B-3001 Leuven, Belgium

Tài liệu tham khảo

EN 1990:2002/A1:2005, Eurocode—Basis of structural design, Final Draft, European Committee for standardization, CEN, 2006. Timoshenko, 1953 Frýba, 1999 Cheung, 1999, Vibration of multi-span bridges under moving vehicles and trains by using modified beam vibration functions, Journal of Sound and Vibration, 228, 611, 10.1006/jsvi.1999.2423 Xia, 2000, Dynamic interaction of long suspension bridges with running trains, Journal of Sound and Vibration, 237, 263, 10.1006/jsvi.2000.3027 Lee, 2006, Dynamic response of a monorail steel bridge under a moving train, Journal of Sound and Vibration, 294, 562, 10.1016/j.jsv.2005.12.028 Zhang, 2008, Vehicle–bridge interaction analysis under high-speed trains, Journal of Sound and Vibration, 309, 407, 10.1016/j.jsv.2007.07.064 Kim, 1997, Three-dimensional dynamic analysis for bridge–vehicle interaction with roadway roughness, Engineering Structures, 19, 936 Song, 2003, A new three-dimensional finite element analysis model of high-speed train–bridge interactions, Engineering Structures, 25, 1611, 10.1016/S0141-0296(03)00133-0 Lee, 2005, Dynamic response analysis of monorail bridges under moving trains and riding comfort of trains, Engineering Structures, 27, 1999, 10.1016/j.engstruct.2005.06.014 Chu, 1979, Railway-bridge impact: simplified train and bridge model, Journal of the Structural Division, 105, 1823, 10.1061/JSDEAG.0005232 Tan, 1998, Development of an analytical model for treating bridge–vehicle interaction, Engineering Structures, 20, 54, 10.1016/S0141-0296(97)00051-5 Xia, 2003, Dynamic analysis of high speed railway bridge under articulated trains, Computers & Structures, 81, 2467, 10.1016/S0045-7949(03)00309-2 Chopra, 2000 Liu, 2009, Experimental and numerical analysis of a composite bridge for high-speed trains, Journal of Sound and Vibration, 320, 201, 10.1016/j.jsv.2008.07.010 ERRI D214 RP9, Railway Bridges for Speed up to 350km/h; dynamic loading effects including resonance, Final Report, European Railway Research Institute Subcommittee D21, 1999. R. Karoumi, Response of Cable-Stayed and Suspension Bridges to Moving Vehicles, Ph.D. Thesis, 1998. Newmark, 1970, A method of computation for structural dynamics, Journal of Engineering Mechanics, 96, 593