ZHOU Jing-song, LI Da-guang, SHEN Gang, REN Li-hui, ZHANG Xiang-wei. Pseudo-excitation analysis method of riding quality for maglev vehicle[J]. Journal of Traffic and Transportation Engineering, 2008, 8(1): 5-9.
Citation: ZHOU Jing-song, LI Da-guang, SHEN Gang, REN Li-hui, ZHANG Xiang-wei. Pseudo-excitation analysis method of riding quality for maglev vehicle[J]. Journal of Traffic and Transportation Engineering, 2008, 8(1): 5-9.

Pseudo-excitation analysis method of riding quality for maglev vehicle

More Information
  • Author Bio:

    Zhou Jin-song(1969-), male, PhD, associate professor, + 86-21-69584714, jinsong.zhou@mail.tongji.edu.cn

  • Received Date: 2007-07-12
  • Publish Date: 2008-02-25
  • In order to facilitate the riding quality analysis of multi-input tracked vehicle, a new analysis method was proposed based on pseudo-excitation algorithm. When vehicle system was subjected to multi-point coherent excitations, the method simplified the calculation of response PSD matrix for a MIMO(multi-input and multi-output) system into the product of two vectors, and with response PSD matrix and inverse analysis technique, the riding index of tracked vehicle can be obtained quickly. A vertical dynamics model of maglev vehicle was built based on TR08 vehicle, and its response spectrums were analyzed with the method. The Sperling index is 1.653 at the center of car body in frequency domain, the rank of riding quality is fine, the amplitude spectrum and time history of the response can be obtained by using inverse analysis technique, and the analysis procedure is convenient and fast, so the method is feasible.

     

  • loading
  • [1]
    Lin Jia-hao, Zhong Wan-xie, Zhang Ya-hui. Seismic analysis of long span structures by means of random vibration approach[J]. Journal of Building Structures, 2000, 21(1): 29-36. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JZJB200001005.htm
    [2]
    Lin Jia-hao, Zhang Wen-shou, Li Jian-jun. Structural responses to arbitrarily coherent stationary random excitations[J]. Computers and Structures, 1994, 50(2): 629-633.
    [3]
    Kiureghian A D, Neuenhofer A. Response spectrum method for multi-support seismic exitations[J]. Earthquake Engineering and Structure Dynamics, 1992, 21(8): 713-740. doi: 10.1002/eqe.4290210805
    [4]
    Erneslo H Z, Vanmarche E H. Seismic random vibration analysis of multi-support structural system[J]. Journal of Engineering Mechanics, 1994, 120(5): 1 107-1 128. doi: 10.1061/(ASCE)0733-9399(1994)120:5(1107)
    [5]
    Zhao Chun-fa, Zhai Wan-ming, Maglev vehicle/guideway vertical random response and ride quality[J]. Vehicle System Dynamics, 2002, 38(3): 185-210. doi: 10.1076/vesd.38.3.185.8289
    [6]
    Zhou Jin-song, Ren Li-hui, Yang Guo-zhen, et al. Ride quality of articulated high speed train[J]. Journal of Traffic and Transportation Engineering, 2003, 3(3): 54-58. (in Chinese) doi: 10.3321/j.issn:1671-1637.2003.03.012
    [7]
    Hao Jian-hua, Zeng Jing, Wu Ping-bo. Optimization of vertical random vibration isolation and suspension parameters of railway passenger car systems[J]. Journal of the China Railway Society, 2006, 28(6): 35-40. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDXB200606006.htm
    [8] 周劲松. 高速列车平稳性及其控制研究[D]. 上海: 上海交通大学, 2003.
    [9]
    Shen Gang, Ren Li-hui, Zhou Jin-song. Modeling of high speed meglev train for optimization of suspension parameters[C]//Southwest Jiaotong University. Proceeding of International Symposium on Speed-up and Service Technology for Railway and Maglev Systems. Chengdu: Southwest Jiaotong University Press, 2006: 297-301.
    [10]
    Zhai Wan-ming, Zhao Chun-fa. Dynamics of maglev vehicle/guideway system(Ⅰ)— magnet/rail interaction and system stability[J]. Chinese Journal of Mechanical Engineering, 2005, 41(7): 1-10. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JXXB200507001.htm
    [11] 张洪. 基于运行模态识别的铁路客车动力学特性研究[D]. 上海: 同济大学, 2005.

Catalog

    Article Metrics

    Article views (427) PDF downloads(396) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return