For the purpose of coordinate transformation between two different horizontal geodetic data, the inherited one, the Croatian State Coordinate System (HDKS) and the new (official) one, Croatian Terrestrial Reference System 1996 (HTRS96) utilizing seven parameters coordinate transformation (Bursa–Wolf model) and distortion model, three methods of residual filtering were introduced in this paper, using our own developed algorithms. Each algorithm is based on a different ratio: the ratio of resultant residual and surface function of point’s environment, the ratio of difference and mutual distance of neighboring resultants in the area, and the ratio of difference and mutual distance of neighboring resultants in tangential plane. Thus, the concep...
The article describes the effect of the replacement of the used reference coordinate system in the g...
Jeodezi alanında gerçekleşen araştırmalarda en büyük önem taşıyan bir faktör olarak kullanılan harit...
AbstractThe real-time conditions may develop a need for data originating from the concrete reference...
For the purpose of coordinate transformation between two different horizontal geodetic data, the inh...
The paper describes the optimal model for coordinate transformation between ETRS89 and old national ...
The paper explains the ways of modelling a distortion as a phenomenon caused by different amount and...
This thesis is a study of methods of transforming coordinates between geodetic datums, the methods b...
Yakın zamana kadar Duhok şehri triangulasyon ağları, kontrol noktaları ve kadastro referans noktalar...
Accuracy of 3D geodetic coordinates transformed from one coordinate system to another is analysed. V...
V delu je ovrednotena uporabnost različnih modelov transformacije koordinat med lokalnim in globalni...
Yeryüzünde her bir noktanın jeodezik anlamda tanımlanabilmesi için koordinat sistemleri kullanılmakt...
Accuracy of geodetic coordinates transformed from one coordinate system to another is analysed in th...
The accuracy of the coordinates computed by transformation from one system to another is analysed. V...
Today, GPS is the most popular surveying technique used in determination of geodetic networks. Using...
WOS: 000272223800008Today, GPS is the most popular surveying technique used in determination of geod...
The article describes the effect of the replacement of the used reference coordinate system in the g...
Jeodezi alanında gerçekleşen araştırmalarda en büyük önem taşıyan bir faktör olarak kullanılan harit...
AbstractThe real-time conditions may develop a need for data originating from the concrete reference...
For the purpose of coordinate transformation between two different horizontal geodetic data, the inh...
The paper describes the optimal model for coordinate transformation between ETRS89 and old national ...
The paper explains the ways of modelling a distortion as a phenomenon caused by different amount and...
This thesis is a study of methods of transforming coordinates between geodetic datums, the methods b...
Yakın zamana kadar Duhok şehri triangulasyon ağları, kontrol noktaları ve kadastro referans noktalar...
Accuracy of 3D geodetic coordinates transformed from one coordinate system to another is analysed. V...
V delu je ovrednotena uporabnost različnih modelov transformacije koordinat med lokalnim in globalni...
Yeryüzünde her bir noktanın jeodezik anlamda tanımlanabilmesi için koordinat sistemleri kullanılmakt...
Accuracy of geodetic coordinates transformed from one coordinate system to another is analysed in th...
The accuracy of the coordinates computed by transformation from one system to another is analysed. V...
Today, GPS is the most popular surveying technique used in determination of geodetic networks. Using...
WOS: 000272223800008Today, GPS is the most popular surveying technique used in determination of geod...
The article describes the effect of the replacement of the used reference coordinate system in the g...
Jeodezi alanında gerçekleşen araştırmalarda en büyük önem taşıyan bir faktör olarak kullanılan harit...
AbstractThe real-time conditions may develop a need for data originating from the concrete reference...