Multi-GNSS implementation and assessment of the phase residual method for structures dynamic load and natural frequency estimation

Continuous monitoring of the dynamic displacement of bridges is usually accomplished with the use of traditional displacement measurement dedicated equipment, such as accelerometers and displacement transducers. During the past decade, following the increase in quality of GNSS equipment, new methodologies were developed to provide equivalent types of measurements at a lower cost. One of these methods is the phase residuals method (PRM), where the phase residuals from a relative static GPS positioning are assessed in the frequency domain. This paper investigates the limitations imposed to the method and how the use of modernized GNSS signals may improve the reach of applications of the PRM. This study concludes that the multipath frequency influence in the power spectrum is less prominent in modernized GNSS signals, thus, extending the reach of the method for sub-Hz natural and displacement frequencies estimation.

[1]  伊藤 学 Cable-stayed bridges : recent developments and their future : proceedings of the seminar, Yokohama, Japan, 10-11 December, 1991 , 1991 .

[2]  R. E. Schaal,et al.  A Methodology for Monitoring Vertical Dynamic Sub-Centimeter Displacments with GPS , 2002, GPS Solutions.

[3]  Stephen Hilla,et al.  Evaluating pseudorange multipath effects at stations in the National CORS Network , 2004 .

[4]  Ana Paula,et al.  Monitoring the Deflection of the Pierre-Laporte Suspension Bridge with the Phase Residual Method , 2005 .

[5]  S. Stiros,et al.  Potential of Global Positioning System (GPS) to measure frequencies of oscillations of engineering structures , 2008 .

[6]  Hamdy Abou-Elfath,et al.  Evaluating the vertical vibration response of footbridges using a response spectrum approach , 2013 .

[7]  Ting-Hua Yi,et al.  Experimental assessment of high-rate GPS receivers for deformation monitoring of bridge , 2013 .

[8]  P. Groves,et al.  GNSS multipath detection using three-frequency signal-to-noise measurements , 2016, GPS Solutions.

[9]  Cemal Ozer Yigit,et al.  The potential of GPS Precise Point Positioning method for point displacement monitoring: A case study , 2016 .

[10]  O. Montenbruck,et al.  Springer Handbook of Global Navigation Satellite Systems , 2017 .

[11]  J. Ramon Gaxiola-Camacho,et al.  Structural evaluation of dynamic and semi-static displacements of the Juarez Bridge using GPS technology , 2017 .

[12]  Weiping Jiang,et al.  Bridge monitoring using BDS-RTK and GPS-RTK techniques , 2018 .