An integrated GPS-accelerometer data processing technique for structural deformation monitoring

被引:91
|
作者
Chan, W. S.
Xu, Y. L. [1 ]
Ding, X. L.
Dai, W. J.
机构
[1] Hong Kong Polytech Univ, Dept Civil & Struct Engn, Kowloon, Hong Kong, Peoples R China
[2] Hong Kong Polytech Univ, Dept Land Surveying & Geoinformat, Kowloon, Hong Kong, Peoples R China
关键词
GPS structural deformation monitoring; accelerometer; integrated data processing; static and dynamic displacements; empirical mode decomposition (EMD); adaptive filter;
D O I
10.1007/s00190-006-0092-2
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
Global Positioning System (GPS) is being actively applied to measure static and dynamic displacement responses of large civil engineering structures under winds. However, multipath effects and low sampling frequencies affect the accuracy of GPS for displacement measurement. On the other hand, accelerometers cannot reliably measure static and low-frequency structural responses, but can accurately measure high-frequency structural responses. Therefore, this paper explores the possibility of integrating GPS-measured signals with accelerometer-measured signals to enhance the measurement accuracy of total (static plus dynamic) displacement response of a structure. Integrated data processing techniques using both empirical mode decomposition (EMD) and an adaptive filter are presented. A series of motion simulation table tests are then performed at a site using three GPS receivers, one accelerometer, and one motion simulation table that can simulate various types of motion defined by input wave time histories around a pre-defined static position. The proposed data processing techniques are applied to the recorded GPS and accelerometer data to find both static and dynamic displacements. These results are compared with the actual displacement motions generated by the motion simulation table. The comparative results demonstrate that the proposed technique can significantly enhance the measurement accuracy of the total displacement of a structure.
引用
收藏
页码:705 / 719
页数:15
相关论文
共 50 条
  • [1] An integrated GPS–accelerometer data processing technique for structural deformation monitoring
    W. S. Chan
    Y. L. Xu
    X. L. Ding
    W. J. Dai
    Journal of Geodesy, 2006, 80 : 705 - 719
  • [2] Full-scale structural monitoring using an integrated GPS and accelerometer system
    Li, Xiaojing
    Ge, Linlin
    Ambikairajah, Eliathamby
    Rizos, Chris
    Tamura, Yukio
    Yoshida, Akihito
    GPS SOLUTIONS, 2006, 10 (04) : 233 - 247
  • [3] Full-scale structural monitoring using an integrated GPS and accelerometer system
    Xiaojing Li
    Linlin Ge
    Eliathamby Ambikairajah
    Chris Rizos
    Yukio Tamura
    Akihito Yoshida
    GPS Solutions, 2006, 10 : 233 - 247
  • [4] New data processing strategy for single frequency GPS deformation monitoring
    Huang, S. -Q.
    Wang, J. -X.
    SURVEY REVIEW, 2015, 47 (344) : 379 - 385
  • [5] Feasibility Study of Structural Behavior Monitoring with GPS and Accelerometer
    Cho, Dooyong
    Han, Kyoungbong
    JOURNAL OF COASTAL RESEARCH, 2013, : 1355 - 1360
  • [6] INTEGRATED GPS AND PSEUDOLITE POSITIONING FOR DEFORMATION MONITORING
    Yang, Guang
    He, Xiufeng
    Chen, Yongqi
    SURVEY REVIEW, 2010, 42 (315) : 72 - 81
  • [7] Monitoring of bridge deformation using GPS technique
    Kaloop, Mosbeh R.
    Li, Hui
    KSCE JOURNAL OF CIVIL ENGINEERING, 2009, 13 (06) : 423 - 431
  • [8] Monitoring of bridge deformation using GPS technique
    Mosbeh R. Kaloop
    Hui Li
    KSCE Journal of Civil Engineering, 2009, 13 : 423 - 431
  • [9] Structural deformation monitoring with GPS: Operational issues
    Duff, K
    Hyzak, M
    Tucker, D
    STRUCTURAL MATERIALS TECHNOLOGY III: AN NDT CONFERENCE, 1998, 3400 : 422 - 432
  • [10] High-rate coseismic displacements from tightly integrated processing of raw GPS and accelerometer data
    Li, Xingxing
    Ge, Maorong
    Zhang, Yong
    Wang, Rongjiang
    Guo, Bofeng
    Klotz, Juergen
    Wickert, Jens
    Schuh, Harald
    GEOPHYSICAL JOURNAL INTERNATIONAL, 2013, 195 (01) : 612 - 624