TY  - CONF
AU  - Ilijević, Slavica
AU  - Miljković, Stefan 
AU  - Cvijetinović, Željko
AU  - Samardžić-Petrović, Mileva
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2907
AB  - Mobile Laser Scanning (MLS) is a technique characterized by high data acquisition efficiency and 
level of detail. However, a lot of information contained in the LiDAR point cloud is only implicitly 
available.  Therefore,  in order to create a  digital topographic map from a large quantity of  MLS  survey data, it is necessary to define a methodology that requires a combination of various software tools. In general, the applied methodology mainly depends on the final product specifications (data model, accuracy, level of detail, etc.). This paper describes the standard methodology of creating a detailed digital topographic map using data collected by MLS, which proved to be two times faster than the conventional methods (total station or GNSS survey).
PB  - University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy
C3  - Proceedings of International conference on Contemporary Theory and Practice in Construction XV
T1  - Mobile laser scanning for detailed digital topographic mapping
T1  - Мобилно ласерско скенирање за детаљно дигитално топографско  картирање
EP  - 304
SP  - 294
DO  - 10.7251/STP2215294L
ER  - 

@conference{
author = "Ilijević, Slavica and Miljković, Stefan  and Cvijetinović, Željko and Samardžić-Petrović, Mileva",
year = "2022",
abstract = "Mobile Laser Scanning (MLS) is a technique characterized by high data acquisition efficiency and 
level of detail. However, a lot of information contained in the LiDAR point cloud is only implicitly 
available.  Therefore,  in order to create a  digital topographic map from a large quantity of  MLS  survey data, it is necessary to define a methodology that requires a combination of various software tools. In general, the applied methodology mainly depends on the final product specifications (data model, accuracy, level of detail, etc.). This paper describes the standard methodology of creating a detailed digital topographic map using data collected by MLS, which proved to be two times faster than the conventional methods (total station or GNSS survey).",
publisher = "University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy",
journal = "Proceedings of International conference on Contemporary Theory and Practice in Construction XV",
title = "Mobile laser scanning for detailed digital topographic mapping, Мобилно ласерско скенирање за детаљно дигитално топографско  картирање",
pages = "304-294",
doi = "10.7251/STP2215294L"
}

Ilijević, S., Miljković, S., Cvijetinović, Ž.,& Samardžić-Petrović, M.. (2022). Mobile laser scanning for detailed digital topographic mapping. in Proceedings of International conference on Contemporary Theory and Practice in Construction XV
University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy., 294-304.
https://doi.org/10.7251/STP2215294L

Ilijević S, Miljković S, Cvijetinović Ž, Samardžić-Petrović M. Mobile laser scanning for detailed digital topographic mapping. in Proceedings of International conference on Contemporary Theory and Practice in Construction XV. 2022;:294-304.
doi:10.7251/STP2215294L .

Ilijević, Slavica, Miljković, Stefan , Cvijetinović, Željko, Samardžić-Petrović, Mileva, "Mobile laser scanning for detailed digital topographic mapping" in Proceedings of International conference on Contemporary Theory and Practice in Construction XV (2022):294-304,
https://doi.org/10.7251/STP2215294L . .

TY  - CONF
AU  - Miljković, Stefan
AU  - Antonijević, Ognjen
AU  - Kilibarda, Milan
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1586
AB  - During the establishment of first order trigonometric network in Serbia, the influence of Earth’s gravitational field on measurements was not considered. As a consequence, all points have position errors. With additional measurements and calculations, these errors were later determined for X and Y coordinates of each point. This paper uses geostatistical methods (regression kriging) to estimate error prediction model for any location in Serbia.
PB  - Građevinski fakultet, Subotica
C3  - Zbornik radova 6. međunarodne konferencije Savremena dostignuća u građevinarstvu 2018
T1  - Prediction of position errors of points in first order trigonometric network
T1  - Predikcija položajne greške tačaka trigonometrijske mreže prvog reda
EP  - 725
SP  - 717
VL  - 34
DO  - 10.14415/konferencijaGFS2018.070
ER  - 

@conference{
author = "Miljković, Stefan and Antonijević, Ognjen and Kilibarda, Milan",
year = "2018",
abstract = "During the establishment of first order trigonometric network in Serbia, the influence of Earth’s gravitational field on measurements was not considered. As a consequence, all points have position errors. With additional measurements and calculations, these errors were later determined for X and Y coordinates of each point. This paper uses geostatistical methods (regression kriging) to estimate error prediction model for any location in Serbia.",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova 6. međunarodne konferencije Savremena dostignuća u građevinarstvu 2018",
title = "Prediction of position errors of points in first order trigonometric network, Predikcija položajne greške tačaka trigonometrijske mreže prvog reda",
pages = "725-717",
volume = "34",
doi = "10.14415/konferencijaGFS2018.070"
}

Miljković, S., Antonijević, O.,& Kilibarda, M.. (2018). Prediction of position errors of points in first order trigonometric network. in Zbornik radova 6. međunarodne konferencije Savremena dostignuća u građevinarstvu 2018
Građevinski fakultet, Subotica., 34, 717-725.
https://doi.org/10.14415/konferencijaGFS2018.070

Miljković S, Antonijević O, Kilibarda M. Prediction of position errors of points in first order trigonometric network. in Zbornik radova 6. međunarodne konferencije Savremena dostignuća u građevinarstvu 2018. 2018;34:717-725.
doi:10.14415/konferencijaGFS2018.070 .

Miljković, Stefan, Antonijević, Ognjen, Kilibarda, Milan, "Prediction of position errors of points in first order trigonometric network" in Zbornik radova 6. međunarodne konferencije Savremena dostignuća u građevinarstvu 2018, 34 (2018):717-725,
https://doi.org/10.14415/konferencijaGFS2018.070 . .