Wave passage effects on the seismic response of a maglev vehicle moving on multi-span guideway

被引:10
|
作者
Yau, J. D. [1 ,2 ]
机构
[1] Tamkang Univ, Dept Architecture, New Taipei City 251, Taiwan
[2] Zhejiang Univ, Coll Civil Engn & Architecture, Hangzhou 310003, Zhejiang, Peoples R China
来源
LATIN AMERICAN JOURNAL OF SOLIDS AND STRUCTURES | 2013年 / 10卷 / 05期
基金
中国国家自然科学基金;
关键词
maglev transport; multi-support motion; PI plus LQR controller; wave passage effect; DYNAMIC INTERACTION; FLEXIBLE GUIDEWAYS; VIBRATION CONTROL; SYSTEM; TRAIN; WIND;
D O I
10.1590/S1679-78252013000500007
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
As a seismic wave travels along the separate supports of an extended structure, the structure is subjected to multiple-support excitation due to seismic wave propagation. Considering the seismic wave passage effect, this paper describes seismic analysis of a maglev vehicle moving on a multiply supported gudieway. The guideway system is modeled as a series of simple beams and the vehicle as a four degrees-of-freedom (DOFs) rigid bar equipped with multiple onboard PI+LQR hybrid controllers. The controller is used to regulate control voltage for tuning both magnetic forces of uplift levitation and lateral guidance in the maglev system. Numerical studies show that as a maglev vehicle is equipped with more supported magnets then they can provide more control gains for tuning the guidance forces of the moving vehicle, and mitigate seismic-induced lateral vibration of a maglev vehicle running a guideway.
引用
收藏
页码:981 / 1000
页数:20
相关论文
共 50 条
  • [21] Seismic response of a multi-span bridge based on remote testing platform NetSLab
    Fan, Yun-Lei
    Guo, Yu-Rong
    Xiao, Yan
    Cai, Xinjiang
    Key Engineering Materials, 2009, 400-402 : 743 - 748
  • [22] Seismic Response of a Multi-Span Bridge Based on Remote Testing Platform NetSLab
    Fan, Yun-lei
    Guo, Yu-rong
    Xiao, Yan
    Cai, Xinjiang
    ADVANCES IN CONCRETE AND STRUCTURES, 2009, 400-402 : 743 - +
  • [23] Static response of a multi-span suspension bridge subjected to highway vehicle loading
    Aswal S.
    Nallasivam K.
    Asian Journal of Civil Engineering, 2023, 24 (7) : 1899 - 1914
  • [24] Dynamic response and robust control of coupled maglev vehicle and guideway system
    Kong, Eunho
    Song, Ji-Seok
    Kang, Bu-Byoung
    Na, Sungsoo
    JOURNAL OF SOUND AND VIBRATION, 2011, 330 (25) : 6237 - 6253
  • [25] Vibration reduction for interaction response of a maglev vehicle running on guideway girders
    Wang, Y. J.
    Yau, J. D.
    Shi, J.
    Urushadze, S.
    STRUCTURAL ENGINEERING AND MECHANICS, 2020, 76 (02) : 163 - 173
  • [26] Effects of bearing damage upon seismic behaviors of a multi-span girder bridge
    Kim, SH
    Mha, HS
    Lee, SW
    ENGINEERING STRUCTURES, 2006, 28 (07) : 1071 - 1080
  • [27] Vibration of multi-span Timoshenko beams to a moving force
    Wang, RT
    JOURNAL OF SOUND AND VIBRATION, 1997, 207 (05) : 731 - 742
  • [28] Moving forces identification on a multi-span continuous bridge
    Zhu, XQ
    Law, SS
    JOURNAL OF SOUND AND VIBRATION, 1999, 228 (02) : 377 - 396
  • [29] Dynamics of multi-span continuous straight bridges subject to multi-degrees of freedom moving vehicle excitation
    Marchesiello, S
    Fasana, A
    Garibaldi, L
    Piombo, BAD
    JOURNAL OF SOUND AND VIBRATION, 1999, 224 (03) : 541 - 561
  • [30] Dynamic Response and Crack Detection of Multi-span Simple Beam under Moving Loads
    Zhao, Jun
    Nie, Zhenhua
    Ma, Hongwei
    PROCEEDINGS OF THE 4TH INTERNATIONAL CONFERENCE ON MECHANICAL ENGINEERING AND MECHANICS, 2011, : 674 - 679