On-line GPS Integrity Monitoring and Deformation Analysis for Structural Monitoring Applications

Recent reports by investigators describe how high precision GPS sensors deployed on large engineering structures (such as dams, bridges, towers and tall buildings) can provide continuous real-time measurements, which can, in turn, be used to indicate displacements and vibrations caused by temperature changes, wind loading, distant earthquakes, landslides, etc. This information can be made available to the system manager, or interested parties, on a continuous basis, or whenever a preset displacement threshold is exceeded. The response of the structure can then be assessed according to the displacement thresholds reached or the changed dynamic characteristics. In the case of an alarm, the system manager can make a decision to, for example, close the structure for further inspection. This creates an opportunity for real-time structural health monitoring, and therefore leads to enhanced public safety.

[1]  Boualem Boashash,et al.  Estimating and interpreting the instantaneous frequency of a signal. II. A/lgorithms and applications , 1992, Proc. IEEE.

[2]  Alan Dodson,et al.  Monitoring the Movements of Bridges by GPS , 1997 .

[3]  E. S. Page CONTINUOUS INSPECTION SCHEMES , 1954 .

[4]  F. Taylor,et al.  Estimation of instantaneous frequency using the discrete Wigner distribution , 1990 .

[5]  T. Tozer,et al.  Frequency estimator with dichotomous search of periodogram peak , 1999 .

[6]  Gérard Lachapelle,et al.  Dynamic Deformation Monitoring of Tall Structure Using GPS Technology , 1995 .

[7]  Chris Rizos,et al.  On-line detection of abrupt changes in the carrier-phase measurements of GPS , 1997 .

[8]  Alan Dodson,et al.  Structural Dynamic and Deflection Monitoring Using Integrated GPS and Triaxial Accelerometers , 2000 .

[9]  Chris Rizos,et al.  TOWARD THE IMPLEMENTATION OF ON-LINE STRUCTURAL MONITORING USING RTK-GPS AND ANALYSIS OF RESULTS USING THE WAVELET TRANSFORM , 2001 .

[10]  Ljubisa Stankovic,et al.  Algorithm for the instantaneous frequency estimation using time-frequency distributions with adaptive window width , 1998, IEEE Signal Processing Letters.

[11]  K Duff,et al.  STRUCTURAL MONITORING WITH GPS , 1997 .

[12]  David V. Hinkley,et al.  Inference about the change-point in a sequence of binomial variables , 1970 .

[13]  Alan Dodson,et al.  Twist and deflect: monitoring motion of the Humber Bridge , 1999 .

[14]  Srdjan Stankovic,et al.  Special purpose hardware for time frequency analysis , 1997 .

[15]  Gethin Wyn Roberts,et al.  MONITORING OF STRUCTURES USING THE GLOBAL POSITIONING SYSTEM. , 1999 .

[16]  Ingrid Daubechies,et al.  The wavelet transform, time-frequency localization and signal analysis , 1990, IEEE Trans. Inf. Theory.

[17]  M. Victor Wickerhauser,et al.  Adapted wavelet analysis from theory to software , 1994 .

[18]  George V. Moustakides,et al.  Detection and diagnosis of changes in the eigenstructure of nonstationary multivariable systems , 1987, Autom..

[19]  J D Cooper WORLD'S LONGEST SUSPENSION BRIDGE OPENS IN JAPAN , 1998 .

[20]  Xiao-Wen Chang,et al.  Two Carrier Phase Based Approaches for Autonomous Fault Detection and Exclusion , 2000 .

[21]  Jingjm Guo,et al.  Research of Displacement and Frequency of Tall Building under Wind Load Using GPS , 1997 .

[22]  S. Panchapakesan,et al.  Inference about the Change-Point in a Sequence of Random Variables: A Selection Approach , 1988 .

[23]  Michèle Basseville,et al.  Detection of Abrupt Changes: Theory and Applications. , 1995 .