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Using author's GNSS RTK measurement system for investigation of displacement parameters of structure

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
PL
Abstrakty
EN
For almost two decades scientists from couple of world famous universities have been working on using satellite navigation data to detect deformations and movement parameters of big structures like tall buildings, long bridges or dams. Evaluation of software and hardware solutions dramatically increases spectrum of construction parameters which can be investigate using GNSS technology. This process is changing very dynamically and brings a lots of possibilities for construction specialist who investigates buildings structures. Today many Structural Monitoring Systems includes high-rate GNSS receivers and software able to calculate phase measurements to sub centimeter level. This paper introduce first test of measurement system based on Global Navigation Satellite System technique and Real Time Kinematic method.
Czasopismo
Rocznik
Tom
Strony
124--129
Opis fizyczny
Bibliogr. 7 poz., rys., wykr.
Twórcy
autor
autor
autor
  • Center of Applied Geomatics Military University of Technology 2 Kaliskiego St., 00-908 Warsaw, Poland, mfigurski@wat.edu.pl
Bibliografia
  • [1] Breuer P., Chmielewski T., Górski P., Konopka E., The Stuttgard TV Tower – displacement of the top caused by the effects of Sun and wind, Engineering Structures, 2008, pp. 2771-2781.
  • [2] Bond J, Chrzanowski A, Kim D, Bringing GPS into harsh environments for fully automated deformation monitoring” Spronger-Verlac, 2007.
  • [3] Chmielewski T., Breuer P., Górsi P., Konopka E., Monitoring of tall Spender structures by GPS measurements, Wind and Structures, 2009, pp. 401-412.
  • [4] Figurski M.; Gałuszkiewicz M.; Wrona M.; A bridge deflection monitoring with GPS; Artificial Satellites-Journal of Planetary Geodesy; Vol. 42 No. 4 2007, 229-238.
  • [5] Kalman R., A New Approach to Linear Filtering and rediction Problems, Transactions of the ASME,”Journal of Basing Engineering”, vol. 82, March, 1960.
  • [6] Ni Y.Q., Y. Xia, W.Y.Liao and J.M. Ko, Technology innovation in developing the structural health monitoring system for Guangzhou New TV Tower, Structural control and earth monitoring, 2009.
  • [7] Nickitopoulou A., Protopsalti K., Stiros S., Monitoring synamic and quasi-static deformations of large flexible engineering structures witch GPS: Accuracy, limitations and promises, Engeneering Structures Vol. 28, 2006, pp.1471-1482.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-PWAB-0036-0015
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