Jun Yang, Jun Cheng, Jialin Wang, and Yanmei Feng


  1. [1] J. Yu, X.D. Shao, X.L. Meng, et al., Bridge structural dynamic measuring testing by combination of GNSS and accelerometer, Journal of China Highway, 27(2), 2014, 62–69.
  2. [2] X.G. Li, J.T. Zhou, L.Y. Zhang, et al., Automatic monitoring of continuous rigid frame bridges by a magneto-elastic effect method, International Journal of Robotics and Automation, 32(1), 2017, 41–47.
  3. [3] X. Meng, N. Gogoi, A.H. Dodson, et al., Using multiconstellation GNSS and EGNOS for bridge deformation monitoring, Joint International Symposium on Deformation Monitoring, Hong Kong, China, 2011, 2–4.
  4. [4] Z.S. Chen, J.T. Zhou, G. Hu, et al., A novel movable scaffolding system (MSS) for a long-span curved girder bridge, International Journal of Robotics and Automation, 32(2), 2017, 164–175.
  5. [5] K.Y. Wong, Real-time kinematic spans the gap, GPS World, 12(7), 2001, 10–19.
  6. [6] Y. Fujino, M. Murata, S. Okano, et al., Monitoring system of the Akashi Kaikyo Bridge and displacement measurement using GPS, Proceedings of SPIE – The International Society for Optical Engineering, 3995, 2000, 229–237.
  7. [7] T.H. Yi, H.N. Li, and M. Gu, Experimental assessment of high-rate GPS receivers for deformation monitoring of bridge, Measurement, 46(1), 2013, 420–432.
  8. [8] S. Saeedi, A. Nagaty, C. Thibault, et al., Perception and navigation for an autonomous quadrotor in GPS-denied environments, International Journal of Robotics and Automation, 31(6), 2016, 453–463.
  9. [9] G.W. Roberts, C.J. Brown, X. Meng, et al., Deflection and frequency monitoring of the Forth Road Bridge, Scotland, by GPS, Bridge Engineering, 165(2), 2012, 105–123.
  10. [10] X. Meng, G.W. Roberts, A.H. Dodson, E. Cosser, J. Barnes, and C. Rizos, Impact of GPS satellite and pseudolite geometry on structural deformation monitoring: Analytical and empirical studies, Journal of Geodesy, 77(12), 2004, 809–822.
  11. [11] X. Meng, A.H. Dodson, and G.W. Roberts, Detecting bridge dynamics with GPS and triaxial accelerometers, Engineering Structures, 29(11), 2007, 3178–3184.
  12. [12] X. Li, L. Ge, E. Ambikairajah, C. Rizos, Y. Tamura, and A. Yoshida, Full-scale structural monitoring using an integrated GPS and accelerometer system, GPS Solutions, 10(4), 2006, 233–247.
  13. [13] F. Moschas and S. Stiros, Measurement of the dynamic displacements and of the modal frequencies of a short-span pedestrian bridge using GPS and an accelerometer, Engineering Structures, 33(1), 2011, 10–17.
  14. [14] T. Kijewski-Correa, A. Kareem, and M. Kochly, Experimental verification and fullscale deployment of global positioning systems to monitor the dynamic response of tall buildings, Journal of Structural Engineering, 132(8), 2006, 1242–1253.
  15. [15] S.B. Im, S. Hurlebaus, and Y.J. Kang, A summary review of GPS technology for structural health monitoring, Journal of Structural Engineering, 139(10), 2011, 1653–1664.
  16. [16] V. Ashkenazi, A. Dodson, T. Moore, and G. Roberts, Real time OTF GPS monitoring of the humber bridge, Surveying World, 4(4), 1996, 26–28.
  17. [17] T. Kijewski-Correa, J. Kilpatrick, A. Kareem, D.-K. Kwon, R. Bashor, M. Kochly, et al., Validating wind-induced response of tall buildings: synopsis of the Chicago full-scale monitoring program, Journal of Structural Engineering, 132(10), 2006, 1509–1523.
  18. [18] C. Watson, T. Watson, and R. Coleman, Structural monitoring of cable-stayed bridge: Analysis of GPS versus modeled deflections, Journal of Surveying Engineering, 133(1), 2007, 23–28.
  19. [19] G.W. Robert, C. Brown, and X. Meng, Deflection and frequency monitoring of forth road bridge, Scotland, by GPS, Proceedings of the Institution of Civil Engineers Bridge Engineering, 165(BE2), 2012, 105–123.
  20. [20] Y. Tamura, M. Matsui, L.C. Pagnini, R. Ishibashi, and A. Yoshida, Measurement of wind induced response of buildings using RTK-GPS, Journal of Wind Engineering and Industrial Aerodynamics, 90(12–15), 2002, 1783–1793.
  21. [21] P. Breuer, T. Chmielewski, P. Gorski, and E. Konopka, Application of GPS technology to measurements of displacements of high-rise structures due to weak winds, Journal of Wind Engineering and Industrial Aerodynamics, 90(3), 2002, 223–230.
  22. [22] J.L. Wang, Z. Chen, and S.M. Chen, Real-time bridge load identifying method based on influence matrix, Chinese Patent, ZL201310148808.X.2013-04-26.

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