Citation: | ZHOU Ning, LI Rui-ping, ZHANG Wei-hua. Modeling and simulation of catenary based on negative sag method[J]. Journal of Traffic and Transportation Engineering, 2009, 9(4): 28-32. doi: 10.19818/j.cnki.1671-1637.2009.04.006 |
[1] |
WU T X, BRENNAN MJ. Dynamic stiffness of a rail wayoverhead wire system and its effect on pantograph-catenarysystem dynamics[J]. Journal of Sound and Vibration, 1999, 219(3): 483-502. doi: 10.1006/jsvi.1998.1869
|
[2] |
ARNOLD M, SI MEONB. Pantograph and catenary dynamics: abenchmark problem and its numerical solution[J]. AppliedNumerical Mathematics, 2000, 34(4): 345-362.
|
[3] |
LOPEZ-GARCI A O, CAMICERO A, TORRES V. Compu-tation of the initial equilibriumof rail way overheads based onthe catenary equation[J]. Engineering Structures, 2006, 28(10): 1387-1394. doi: 10.1016/j.engstruct.2006.01.007
|
[4] |
METRIKI NE A V, BOSCH A L. Dynamic response of atwo-level catenary to a movingload[J]. Journal of Sound andVibration, 2006, 292(3/4/5): 676-693.
|
[5] |
梅桂明, 张卫华. 受电弓/接触网系统动力学模型及特性[J]. 交通运输工程学报, 2002, 2(1): 20-25. doi: 10.3321/j.issn:1671-1637.2002.01.004
MEI Gui-ming, ZHANG Wei-hua. Dynamics model andbehavior of pantograph/catenary system[J]. Journal ofTraffic and Transportation Engineering, 2002, 2(1): 20-25. (in Chinese) doi: 10.3321/j.issn:1671-1637.2002.01.004
|
[6] |
HABER R B, ABELJ F. Initial equilibriumsolution methodsfor cable reinforced membranes: part(Ⅰ)-formulations[J]. Computer Methods in Applied Mechanics and Engineering, 1982, 30(3): 263-284. doi: 10.1016/0045-7825(82)90080-9
|
[7] |
吴天行. 接触网的有限元计算与分析[J]. 铁道学报, 1996, 18(3): 44-49. https://www.cnki.com.cn/Article/CJFDTOTAL-TDXB603.006.htm
WU Tian-xing. Analysis and calculation of catenary by FEM[J]. Journal of the China Rail way Society, 1996, 18(3): 44-49. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDXB603.006.htm
|
[8] |
WU T X, BRENNAN MJ. Basic analytical study of pantograph-catenary system dynamics[J]. Vehicle System Dynamics, 1998, 30(6): 443-456. doi: 10.1080/00423119808969460
|
[9] |
SHAN Q, ZHAI W M. A macroelement methodfor catenarymode analysis[J]. Computers and Structures, 1998, 69(6): 767-772.
|
[10] |
BRUNO D, LEONARDI A. Nonlinear structural models incableways transport systems[J]. Si mulation Practice andTheory, 1999, 7(3): 207-218.
|