References
- Ashkenazi, V., Dosdson, A. H., Moore, T. and Roberts, G. W. (1997). "Monitoring the movements of bridges by GPS." Proc. of ION GPS 1997, Kansas City, MO, USA, 16-19 September, pp. 1165-1172.
- Baarda, W. (1967). A Testing Procedure for Use in Geodesy Networks, Netherlands Geodetic Commission Publications on Geodesy, New Series, Vol. 2, No. 5, Delft, Netherlands, p. 97.
- Barnes, J. (2000). Real time kinematic GPS and multipath: Characterisation and improved least squares modeling, Ph.D. Dissertation, Department of Geomatics, University of Newcastle upon Tyne, Newcastle, UK, p. 390.
- Barnes, J., Rizos, C., Lee, H., Roberts, G. W., Meng, X., Cosser, E. and Dodson, A. H. (2004). "The integration of GPS and pseudolite for bridge monitoring." A Window on the Future of Geodesy, F. Sanso eds., Springer-Verlag, Austria, pp. 83-88.
- Byeon, S. (2009). Establishments of the management limits values for the efficient maintenance of 3D cable-stayed bridge, M.Sc. Dissertation, Changwon National University, p. 51 (in Korean).
- Han S. and Rizos, C. (1997). "Quality control issues relating to ambiguity resolution for real-time GPS kinematic positioning." Journal of Geodesy, Vol. 71, No. 6, pp. 351-361. https://doi.org/10.1007/s001900050103
- Han, S. and Rizos, C. (1996). "Integrated method for instantaneous ambiguity resolution using new generation GPS receivers." Proc. of IEEE PLANS Symp., Atlanta, Georgia, USA, 22-25, April, pp. 254-261.
- Hofmann-Wellenhof, B., Lichtenegger, H. and Collins, J. (2001). GPS theory and practice, Springer-Verlag, Wien, Austria, p. 382.
- Kim, H. (2007). Feasibility study of the GPS for bridge monitoring, M.Sc. Dissertation, Seoul National University of Technology, Korea, p. 82 (in Korean).
- Kim, S. (2008). A study on the motion monitoring of long span bridge using GPS, M.Sc. Dissertation, Department of Civil Engineering, Chonbuk National University, p. 47 (in Korean).
- Lee, H. and Lee, I. (2004). "The effect analysis of observation errors and satellite geometry to ambiguity validation test of carrier phase-based GNSS." Journal of Korean Society of Civil Engineers, Vol. 24, No. 5D, pp. 805-814 (in Korean).
- Lee, H., Wang, J. and Rizos, C. (2005). "An integer ambiguity resolution procedure for GPS/pseudolite/INS integration." Journal of Geodesy, Vol. 79, No. 4-5, pp. 242-255. https://doi.org/10.1007/s00190-005-0466-x
- Lee, K. and Lee, H. (2009). "Application of quality control procedure to improve reliability of GPS positioning." Journal of Korean Society of Civil Engineers, Vol. 29, No. 2D, pp. 319-327 (in Korean).
- Li, T. and Wang, J. (2012). "Some remarks on GNSS integer ambiguity validation methods." Survey Review, Vol. 44, No. 326, pp. 230-238. https://doi.org/10.1179/1752270611Y.0000000027
- Li, X., Ge. L., Tamura, A., Yoshida, C., Rizos, C. and Peng, G. D. (2004). "Seismic response of a tower as measured by an integrated RTK-GPS system." Proc. of 1st FIG Int. Symp. on Engineering Surveys for Construction Works & Structural Engineering, Nottingham, UK.
- Lovse, J., Teskey, W. F., Lachapelle, G. and Cannon, M. E. (1995). "Dynamic deformation monitoring of tall structures using GPS technology." Journal of Surveying Engineering, Vol. 121, No. 1, pp. 35-40. https://doi.org/10.1061/(ASCE)0733-9453(1995)121:1(35)
- Ogaja, C., Li, X. and Rizos, C. (2007). "Advances in structural monitoring with global positioning system technology: 1997-2006." Journal of Applied Geodesy, Vol. 1, No. 3, pp. 171-179.
- Ogaja, C., Rizos, C. and Han, S. (2000). "Is GPS good enough for monitoring the dynamics of high-rise building?" Proc. of 2nd Trans Tasman Survey Congress, Queenstown, New Zealand, 20-26 August, pp. 150-154.
- Park, C. (2010) Cable-sty bride deflection monitoring using GPS, M.Sc. Dissertation, Department of Civil Engineering, Dong-A University, Korea, p. 58 (in Korean).
- Park, W., Jang, S. and Lee, H. (1998). "Application of RTK GPS technology for monitoring suspension bridge." Proc. of KSCE Annual Conf., Seoul, Korea, No. 4, pp. 377-380 (in Korean).
- Pope, A. J. (1976). The Statistics of Residuals and Detection of Outliers, NOAA TR NOS 65 NGS 1, NOAA, Silver Springs, MD, USA.
- Roberts, G. W., Meng, X. and Dodson, A. H. (2001). "The use of kinematic GPS and triaxial accelerometers to monitor the deflections of large bridges." Proc. of 10th FIG Int. Symp. on Deformation Measurements, Orange, CA, USA, 19-22 March, pp. 268-275.
- Seo, D., Rho, T. and Lee, J. (2004). "Development of bridge warning system by using GPS surveying method." Journal of Korean Society of Surveying, Geodesy, Photogrammetry and Cartography, Vol. 20, No. 4, pp. 415-421 (in Korean).
- Sohn, H., Park, H., Choi, J. and Kim, J. (2002). "Behavior analysis of a high rise building using kinematic GPS." Proc. of KSGPC Int. Conf., Seoul, Korea, 12 April, pp. 85-91 (in Korean).
- Teunnissen, P. J. G. (1994). "A new method for fast carrier phase ambiguity estimation." Proc. of IEEE PLANS Symp., Las Vegas, 11-15 April, pp. 562-573.
- Verhagen, S. (2004). "Integer ambiguity validation: An open problem?" GPS Solutions, Vol. 8, pp. 36-43. https://doi.org/10.1007/s10291-004-0087-5
- Wang, J., Stewart, M. and Tsakiri, M. (1998). "A discrimination test procedure for ambiguity resolution on-the-fly." Journal of Geodesy, Vol. 72, pp. 644-653. https://doi.org/10.1007/s001900050204
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