2WANG T L, SHAHSWY M. Impact in highway prestressed concrete bridges[J]. Computers & Structures, 1992,44(3) : 526-534.
3YANG Y B, et al. Vehicle-bridge interaction analysis by dynamic condensation methodm [ J ]. Structural Engineering, ASCE, 1995, 121 (11): 1637-1643.
4American National Standard: Steel Design Guide Series 11-Floor Vibrations Due to Human Activity [ S ]. America Institute of Steel Construction.
5DIN 4150, Deutsches Institute for Normung, 1975.
6Majka M, Hartnett M. Dynamic response of bridges to moving trains[ J ]. Computers & Structures, 2009,87 (19) : 1233 1252.
7Japaness Industrial Standards Committes. JISH4100--2006. Aluminium and aluminiurn alloy extruded shape [ S]. Tokyo: Japanese Standards Association, 2006.
8Cossalter V, Doria A, Garbin S, et al. Frequency-domain method for evaluating the ride comfort of a motorcycle[J ]. Vehicle System Dynamics, 2006,44 (3) : 339 - 355.
10International Union of Railways. UIC513-1994, Guide-lines for evaluating passenger comfort in relation to vibration in railvary vehicles[S]. Paris: International Railway Association, 1994.
3CAO Yanmei,XIA He,LI Zhenghui.A semi-analytical/FEM model for predicting ground vibrations induced by high-speed train through continuous girder bridge[J].Journal of Mechanical Science and Technology,2012,26(8):2485.
4Wu Y S,Yang Y B.A semi-analytical approach for analyzing ground vibrations caused by trains moving over elevated bridges[J].Soil Dynamics and Earthquake Engineering,2004,24(12):949.
5Yang Y B,Yau J D.Vehicle-bridge interaction element for dynamic analysis[J].Journal of Structural Engineering,1997,123(11):1512.
6Yang Y B,Yau J D.An iterative interacting method for dynamic analysis of the maglev train-guideway/foundation-soil system[J].Engineering Structure,2011,33(3):1013.
