Ilijević, Slavica

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  • Ilijević, Slavica (3)
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Author's Bibliography

Review of methods for determining the gravitational effect of topographic masses

Ilijević, Slavica; Grekulović, Sanja; Todorović Drakul, Miljana; Bojović, Bogdan

(2024)

TY  - CONF
AU  - Ilijević, Slavica
AU  - Grekulović, Sanja
AU  - Todorović Drakul, Miljana
AU  - Bojović, Bogdan
PY  - 2024
UR  - https://www.gnp.ucg.ac.me/accepted-paper/
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3503
AB  - The text discusses methods used in geodesy and geophysics to determine the gravitational effect of topographic masses. Three main methods — utilizing the formulas of the right parallelepiped, spherical tesseroid, and flat tesseroid — are applied within Bjerhammar's reduction scheme. The correction for the terrain's gravitational effect is evaluated on a digital terrain model. The research concludes that, overall, the three methods are practically equivalent, even in rough topographic conditions. However, in one test of Bouguer anomalies, formulas involving tesseroids and flat tesseroids show a slightly lower root mean square (RMS) compared to those using standard right parallelepiped formulas.
C3  - 9th International Conference "CIVIL ENGINEERING – SCIENCE AND PRACTICE" GNP 2024 – Kolašin, Montenegro, 5-9 March 2024.
T1  - Review of methods for determining the gravitational effect of topographic masses
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3503
ER  - 
@conference{
author = "Ilijević, Slavica and Grekulović, Sanja and Todorović Drakul, Miljana and Bojović, Bogdan",
year = "2024",
abstract = "The text discusses methods used in geodesy and geophysics to determine the gravitational effect of topographic masses. Three main methods — utilizing the formulas of the right parallelepiped, spherical tesseroid, and flat tesseroid — are applied within Bjerhammar's reduction scheme. The correction for the terrain's gravitational effect is evaluated on a digital terrain model. The research concludes that, overall, the three methods are practically equivalent, even in rough topographic conditions. However, in one test of Bouguer anomalies, formulas involving tesseroids and flat tesseroids show a slightly lower root mean square (RMS) compared to those using standard right parallelepiped formulas.",
journal = "9th International Conference "CIVIL ENGINEERING – SCIENCE AND PRACTICE" GNP 2024 – Kolašin, Montenegro, 5-9 March 2024.",
title = "Review of methods for determining the gravitational effect of topographic masses",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3503"
}
Ilijević, S., Grekulović, S., Todorović Drakul, M.,& Bojović, B.. (2024). Review of methods for determining the gravitational effect of topographic masses. in 9th International Conference "CIVIL ENGINEERING – SCIENCE AND PRACTICE" GNP 2024 – Kolašin, Montenegro, 5-9 March 2024..
https://hdl.handle.net/21.15107/rcub_grafar_3503
Ilijević S, Grekulović S, Todorović Drakul M, Bojović B. Review of methods for determining the gravitational effect of topographic masses. in 9th International Conference "CIVIL ENGINEERING – SCIENCE AND PRACTICE" GNP 2024 – Kolašin, Montenegro, 5-9 March 2024.. 2024;.
https://hdl.handle.net/21.15107/rcub_grafar_3503 .
Ilijević, Slavica, Grekulović, Sanja, Todorović Drakul, Miljana, Bojović, Bogdan, "Review of methods for determining the gravitational effect of topographic masses" in 9th International Conference "CIVIL ENGINEERING – SCIENCE AND PRACTICE" GNP 2024 – Kolašin, Montenegro, 5-9 March 2024. (2024),
https://hdl.handle.net/21.15107/rcub_grafar_3503 .

Field procedure for estimation of antenna phase center variation with expanded measurement uncertainty calculation

Grekulović, Sanja; Paunković, Nikola; Petković, Dušan; Todorović-Drakul, Miljana; Ilijević, Slavica

(University of Montenegro, Faculty of Civil Engineering, 2022)

TY  - CONF
AU  - Grekulović, Sanja
AU  - Paunković, Nikola
AU  - Petković, Dušan
AU  - Todorović-Drakul, Miljana
AU  - Ilijević, Slavica
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2664
AB  - Antenna phase center of GNSS receiver is the point where the signals transmitted from satellites are collected. However, this point is not necessarily the physical center of antenna (geometric center of antenna). In general, for most applications of GNSS, users consider the phase center to be a fixed point. But this point has its variation based on the direction of the radio signal source. Direction of incoming signal from satellite is definite with azimuth and elevation angle. Moreover, antenna phase centre is not only angle dependant, it also depends on the signal frequency. Variation of antenna phase center with the azimuth and elevation angle of incoming signal from satellite and with the frequency of incoming signal is used to called phase center variation. In geodesy (also as well in other areas), there are applications with high accuracy demands in terms of point precision (millimeter accuracy) or some other quantities. For those applications, users must consider the influence of phase center variation. With the appropriate settings, it is possible to estimate the variation of the phase center. The mean phase center and its variation can then be used in the software for GNSS data processing. In this paper, field procedure for estimation of antenna phase center is presented. On stable ground with a clear sky without any obstacles or sources of radiation nearby, a test field has been established. The test field contains two nearby points. Those points have been occupied in four sessions. Based on collected data, mean phase center has been determined, as well as the phase center differences from all four sessions and for each Global Navigation Satellite System independent (NAVSTAR GPS, GLONASS, GALILEO and BAIDOU). In addition, the expanded uncertainty of coordinates has been calculated.
PB  - University of Montenegro, Faculty of Civil Engineering
T1  - Field procedure for estimation of antenna phase center variation with expanded measurement uncertainty calculation
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2664
ER  - 
@conference{
author = "Grekulović, Sanja and Paunković, Nikola and Petković, Dušan and Todorović-Drakul, Miljana and Ilijević, Slavica",
year = "2022",
abstract = "Antenna phase center of GNSS receiver is the point where the signals transmitted from satellites are collected. However, this point is not necessarily the physical center of antenna (geometric center of antenna). In general, for most applications of GNSS, users consider the phase center to be a fixed point. But this point has its variation based on the direction of the radio signal source. Direction of incoming signal from satellite is definite with azimuth and elevation angle. Moreover, antenna phase centre is not only angle dependant, it also depends on the signal frequency. Variation of antenna phase center with the azimuth and elevation angle of incoming signal from satellite and with the frequency of incoming signal is used to called phase center variation. In geodesy (also as well in other areas), there are applications with high accuracy demands in terms of point precision (millimeter accuracy) or some other quantities. For those applications, users must consider the influence of phase center variation. With the appropriate settings, it is possible to estimate the variation of the phase center. The mean phase center and its variation can then be used in the software for GNSS data processing. In this paper, field procedure for estimation of antenna phase center is presented. On stable ground with a clear sky without any obstacles or sources of radiation nearby, a test field has been established. The test field contains two nearby points. Those points have been occupied in four sessions. Based on collected data, mean phase center has been determined, as well as the phase center differences from all four sessions and for each Global Navigation Satellite System independent (NAVSTAR GPS, GLONASS, GALILEO and BAIDOU). In addition, the expanded uncertainty of coordinates has been calculated.",
publisher = "University of Montenegro, Faculty of Civil Engineering",
title = "Field procedure for estimation of antenna phase center variation with expanded measurement uncertainty calculation",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2664"
}
Grekulović, S., Paunković, N., Petković, D., Todorović-Drakul, M.,& Ilijević, S.. (2022). Field procedure for estimation of antenna phase center variation with expanded measurement uncertainty calculation. 
University of Montenegro, Faculty of Civil Engineering..
https://hdl.handle.net/21.15107/rcub_grafar_2664
Grekulović S, Paunković N, Petković D, Todorović-Drakul M, Ilijević S. Field procedure for estimation of antenna phase center variation with expanded measurement uncertainty calculation. 2022;.
https://hdl.handle.net/21.15107/rcub_grafar_2664 .
Grekulović, Sanja, Paunković, Nikola, Petković, Dušan, Todorović-Drakul, Miljana, Ilijević, Slavica, "Field procedure for estimation of antenna phase center variation with expanded measurement uncertainty calculation" (2022),
https://hdl.handle.net/21.15107/rcub_grafar_2664 .

Mobile laser scanning for detailed digital topographic mapping

Ilijević, Slavica; Miljković, Stefan ; Cvijetinović, Željko; Samardžić-Petrović, Mileva

(University of Banja Luka Faculty of Architecture, Civil Engineering and Geodesy, 2022)

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 . .