RETRACTED: The Long-Term Settlement Deformation Automatic Monitoring System for the Chinese High-Speed Railway (Retracted Article)

被引:3
作者
Wang, Xu [1 ,2 ]
Wu, Liangqin [3 ]
Zhou, Yi [1 ]
Wang, Yanru [4 ]
机构
[1] Chongqing Jiaotong Univ, State Key Lab Breeding Base Mt Bridge & Tunnel En, Chongqing 400074, Peoples R China
[2] Guangdong Higher Educ Inst, Key Lab Struct & Wind Tunnel, Shantou 515063, Peoples R China
[3] East China Jiaotong Univ, Dept Civil Engn & Architecture, Nanchang 330013, Peoples R China
[4] Wenzhou Univ, Oujiang Coll, Wenzhou 325035, Peoples R China
关键词
BRIDGE;
D O I
10.1155/2015/147972
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
The Beijing-Shanghai high-speed railway is one of the milestones of China's high-speed railway development and its security plays a significant role in China's economic and social development. However, the evaluation methods used for large-scale security operations and important infrastructure systems, such as the high-speed railways, are discrete and nonlinear; thus they cannot issue emergency warnings in a timely manner. The emergence of optical fiber sensing technology can solve this problem. This technology has progressed rapidly in its application to the monitoring of railway security and it has attracted much attention within the industry. This study considers the newly built passenger railway line between Shijiazhuang and Jinan as an example. The web-based, all-in-one fiber Bragg grating static level is described as well as a set of online monitoring systems, which is automated, real-time, remote, visual, and adaptable to the standards of the Beijing-Shanghai high-speed railway. According to our theoretical analysis, the planned automated monitoring of settlement deformation for the Beijing-Shanghai high-speed railway and the real-time analysis and calculation of monitoring data can ensure the operational security of this section of China's high-speed railway system.
引用
收藏
页数:12
相关论文
共 16 条
  • [1] Fiber Bragg grating sensors for structural health monitoring of Tsing Ma bridge: Background and experimental observation
    Chan, THT
    Yu, L
    Tam, HY
    Ni, YQ
    Chung, WH
    Cheng, LK
    [J]. ENGINEERING STRUCTURES, 2006, 28 (05) : 648 - 659
  • [2] Assessment on Time-Varying Thermal Loading of Engineering Structures Based on a New Solar Radiation Model
    Chen, Bo
    Sun, Yu-zhou
    Wang, Gan-jun
    Duan, Ling-yan
    [J]. MATHEMATICAL PROBLEMS IN ENGINEERING, 2014, 2014
  • [3] Condition Assessment on Thermal Effects of a Suspension Bridge Based on SHM Oriented Model and Data
    Chen, Bo
    Chen, Zhi-wei
    Sun, Yu-zhou
    Zhao, Sheng-lin
    [J]. MATHEMATICAL PROBLEMS IN ENGINEERING, 2013, 2013
  • [4] Nonlinear subsidence rate estimation using permanent scatterers in differential SAR interferometry
    Ferretti, A
    Prati, C
    Rocca, F
    [J]. IEEE TRANSACTIONS ON GEOSCIENCE AND REMOTE SENSING, 2000, 38 (05): : 2202 - 2212
  • [5] MAPPING SMALL ELEVATION CHANGES OVER LARGE AREAS - DIFFERENTIAL RADAR INTERFEROMETRY
    GABRIEL, AK
    GOLDSTEIN, RM
    ZEBKER, HA
    [J]. JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH AND PLANETS, 1989, 94 (B7): : 9183 - 9191
  • [6] Ho T. K., 2008, P 4 IET INT C RAILW, V1, P1
  • [7] Pan J. J., 2009, P SOC PHOTO-OPT INS, V7514
  • [8] Subsidence induced by urbanisation in the city of Rome detected by advanced InSAR technique and geotechnical investigations
    Stramondo, S.
    Bozzano, F.
    Marra, F.
    Wegmuller, U.
    Cinti, F. R.
    Moro, M.
    Saroli, M.
    [J]. REMOTE SENSING OF ENVIRONMENT, 2008, 112 (06) : 3160 - 3172
  • [9] Tarn H. Y., 2007, UTILIZATION FIBER OP
  • [10] Conceptual case for assimilating interferometric synthetic aperture radar data into the HAZUS-MH earthquake module
    Tralli, David M.
    Blom, Ronald G.
    Fielding, Eric J.
    Donnellan, Andrea
    Evans, Diane L.
    [J]. IEEE TRANSACTIONS ON GEOSCIENCE AND REMOTE SENSING, 2007, 45 (06): : 1595 - 1604