Accuracy Analysis of GNSS Permanent Station Coordinates Using the Least Square Method by Processing Broadcast and Precise Ephemerides
This paper analyses how broadcast and precise ephemerides in alignment, using the least-squares method, affect the accuracy of coordinates of the newly included permanent stations. It has been shown that in practice, when аdjusting networks whose span between points exceeds 50 km, the adjustment procedure should be carried out using the adopted pre...
By Tanja Đukanović, Sanja Tucikešić, Biljana Antunović
Stability Tests for the Network of Permanent GNSS Stations of the Republic of Srpska
The network of permanent GNSS stations of the Republic of Srpska is located in a fairly seismic area and belongs to different sides of regional faults. This paper provides an overview of the stability tests for fifteen permanent stations of the SRPOS network using the published precise ephemeris of the International GNSS Service (IGS) and the downl...
By Tanja Fržović, Sanja Tucikešić, Biljana Antunović
DEFORMATION ANALYSIS OF 1D NETWORK MAHOVLJANSKA PETLJA
Deformation measurements are of great significance and importance based on which in the processing and analysis of measurement data determined displacements and deformations of construction objects during the exploitation and obtained information on whether the construction objects comply with expectancy. The consequences of neglecting the need for...
By Branko Božić, Sanja Tucikešić