Dynamic interaction analysis of a LIM train and elevated bridge system

被引:16
作者
Xia, H. [1 ,2 ]
Guo, W. W. [1 ]
Xia, C. Y. [1 ]
Pi, Y. - L. [2 ]
Bradford, M. A. [2 ]
机构
[1] Beijing Jiaotong Univ, Sch Civil Engn, Beijing 100044, Peoples R China
[2] Univ New S Wales, Ctr Infrastruct Engn & Safety, Sch Civil & Environm Engn, Sydney, NSW 2052, Australia
关键词
Linear induction motor; Train; Elevated bridge; Interaction; Dynamic response; Numerical simulation;
D O I
10.1007/s12206-009-1015-y
中图分类号
TH [机械、仪表工业];
学科分类号
120111 [工业工程];
摘要
A three-dimensional dynamic interaction model is developed for a LIM (linear induction motor) train and elevated bridge system, which is composed of a LIM-driven vehicle submodel and a finite element bridge submodel. Each LIM vehicle is modeled by a 27 degrees-of-freedom dynamic system. The expressions for the electromagnetic force between the linear motor and the reaction plate are derived, and the force model is established. By applying a modal superposition technique to the bridge submodel and using the measured track irregularities as the self-excitations of the train-bridge system, the equations of motion are established for analyzing the dynamic responses of the LIM vehicle and the elevated bridge. The proposed framework is applied to a 3-span elevated bridge with 29.9 m simply-supported girders. The full histories of the LIM train traversing the bridge are simulated, from which the dynamic responses of the LIM vehicle and elevated bridge system are obtained. The proposed method may help to find a way to assess the dynamic properties of elevated bridges and the running safety of a LIM train with reasonable computational effort.
引用
收藏
页码:3257 / 3270
页数:14
相关论文
共 26 条
[1]
Chen J., 2006, J URBAN RAPID RAIL T, V19, P44
[2]
Vibration of multi-span non-uniform bridges under moving vehicles and trains by using modified beam vibration functions [J].
Cheung, YK ;
Au, FTK ;
Zheng, DY ;
Cheng, YS .
JOURNAL OF SOUND AND VIBRATION, 1999, 228 (03) :611-628
[3]
FAFARD M, 1993, P EURODYN 93, P951
[4]
FATEMI M, 1993, THESIS QUEENS U KING
[5]
[冯雅薇 FENG Yawei], 2006, [北京交通大学学报. 自然科学版, Journal of Beijing Jiaotong university], V30, P51
[6]
FORTIN C, 1985, THESIS QUEENS U KING
[7]
Fryba L., 1999, VIBRATION SOLIDS STR, DOI DOI 10.1680/VOSASUML.35393
[8]
HOBBS A, 1994, J DYNAMIC SYSTEMS ME, V90, P221
[9]
*JAP SUBW ASS, 1996, LIN METR SYST AG ADV
[10]
Resonance characteristics of high-speed trains passing simply supported bridges [J].
Ju, SH ;
Lin, HT .
JOURNAL OF SOUND AND VIBRATION, 2003, 267 (05) :1127-1141