TY  - JOUR
AU  - Bogdanović, Jelena
AU  - Forehand, Leslie
AU  - Dragović, Magdalena
AU  - Danilović, Dušan
AU  - Yeager, Travis
AU  - Chatterjee, Debanjana
AU  - Gasper, Jacob
AU  - Pejić, Marko
AU  - Čučaković, Aleksandar
AU  - Martinenko, Anastasija
AU  - Mandal, Suvadip
AU  - Kerton, Charles
PY  - 2023
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3092
AB  - This paper presents an analytical model to analyze illumination of the church interior during the evening service. The focus is on the artificial light achieved using church lighting fixtures known as polycandela, which are suspended directly below the church dome. The analysis focuses on the main church (katholikon) at Studenica Monastery, built in Serbia sometime before 1208/9. By using a computer-generated model of the Studenica church derived from high-precision laser scanning and close-range photogrammetry rather than from more conventional architectural drawings of the church, we recreate the actual three-dimensional space of the church interior. Our model allows for a quantitative calculation and analysis of the amount of artificial light that could have been achieved inside medieval churches. We apply this model for the church at Studenica to better understand the lighting of medieval structures as well as more abstract and diagrammatic qualities of the sacred space of the church manifested by light conditions.
T2  - Virtual workshop - Artificial Light in Medieval Churches between Byzantium and the West
T1  - Modeling the illumination of the church at Studenica monastery during evening services
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3092
ER  - 

@article{
author = "Bogdanović, Jelena and Forehand, Leslie and Dragović, Magdalena and Danilović, Dušan and Yeager, Travis and Chatterjee, Debanjana and Gasper, Jacob and Pejić, Marko and Čučaković, Aleksandar and Martinenko, Anastasija and Mandal, Suvadip and Kerton, Charles",
year = "2023",
abstract = "This paper presents an analytical model to analyze illumination of the church interior during the evening service. The focus is on the artificial light achieved using church lighting fixtures known as polycandela, which are suspended directly below the church dome. The analysis focuses on the main church (katholikon) at Studenica Monastery, built in Serbia sometime before 1208/9. By using a computer-generated model of the Studenica church derived from high-precision laser scanning and close-range photogrammetry rather than from more conventional architectural drawings of the church, we recreate the actual three-dimensional space of the church interior. Our model allows for a quantitative calculation and analysis of the amount of artificial light that could have been achieved inside medieval churches. We apply this model for the church at Studenica to better understand the lighting of medieval structures as well as more abstract and diagrammatic qualities of the sacred space of the church manifested by light conditions.",
journal = "Virtual workshop - Artificial Light in Medieval Churches between Byzantium and the West",
title = "Modeling the illumination of the church at Studenica monastery during evening services",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3092"
}

Bogdanović, J., Forehand, L., Dragović, M., Danilović, D., Yeager, T., Chatterjee, D., Gasper, J., Pejić, M., Čučaković, A., Martinenko, A., Mandal, S.,& Kerton, C.. (2023). Modeling the illumination of the church at Studenica monastery during evening services. in Virtual workshop - Artificial Light in Medieval Churches between Byzantium and the West.
https://hdl.handle.net/21.15107/rcub_grafar_3092

Bogdanović J, Forehand L, Dragović M, Danilović D, Yeager T, Chatterjee D, Gasper J, Pejić M, Čučaković A, Martinenko A, Mandal S, Kerton C. Modeling the illumination of the church at Studenica monastery during evening services. in Virtual workshop - Artificial Light in Medieval Churches between Byzantium and the West. 2023;.
https://hdl.handle.net/21.15107/rcub_grafar_3092 .

Bogdanović, Jelena, Forehand, Leslie, Dragović, Magdalena, Danilović, Dušan, Yeager, Travis, Chatterjee, Debanjana, Gasper, Jacob, Pejić, Marko, Čučaković, Aleksandar, Martinenko, Anastasija, Mandal, Suvadip, Kerton, Charles, "Modeling the illumination of the church at Studenica monastery during evening services" in Virtual workshop - Artificial Light in Medieval Churches between Byzantium and the West (2023),
https://hdl.handle.net/21.15107/rcub_grafar_3092 .

TY  - CHAP
AU  - Yeager, Travis
AU  - Bogdanović, Jelena
AU  - Forehand, Leslie
AU  - Danilović, Dušan
AU  - Dragović, Magdalena
AU  - Chatterjee, Debanjana
AU  - Gasper, Jacob
AU  - Pejić, Marko
AU  - Čučaković, Aleksandar
AU  - Martinenko, Anastasija
AU  - Kerton, Charles
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2925
AB  - The Church of the Mother of God at Studenica Monastery in Serbia was estab-
lished by the medieval Serbian ruler and founder of his own dynasty, Stefan
Nemanja (r. 1169–1196).1 The church is finely proportioned. Sophisticated
treatment of wall surfaces additionally enriches the high-quality construc-
tion in stone (figure 10.1). Nicely carved architectural sculpture enlivens the
church exterior while extensive fresco decoration adorns the interior walls.
The building is a single-nave structure, with a dominant square-based domical
core and a tripartite sanctuary, typical for Byzantine-rite churches (figure 10.2).
Architecturally and structurally speaking, this design is essentially a condensed
form of a typical Middle Byzantine church, known as an atrophied Greek-cross
church.2 In such churches, as in Studenica church, the lateral arms of the cross
are reduced to narrow barrel vaults. Thus, these vaults effectively become mas-
sive arches that project from structural piers; the same piers that carry trans-
versal arches, which support the domical core of the structure.
PB  - BRILL
T2  - Natural Light in Medieval Churches
T1  - Modeling the Sunlight Illumination of the Church at Studenica Monastery
EP  - 277
SP  - 253
VL  - 88
DO  - 10.1163/9789004527980_012
ER  - 

@inbook{
author = "Yeager, Travis and Bogdanović, Jelena and Forehand, Leslie and Danilović, Dušan and Dragović, Magdalena and Chatterjee, Debanjana and Gasper, Jacob and Pejić, Marko and Čučaković, Aleksandar and Martinenko, Anastasija and Kerton, Charles",
year = "2022",
abstract = "The Church of the Mother of God at Studenica Monastery in Serbia was estab-
lished by the medieval Serbian ruler and founder of his own dynasty, Stefan
Nemanja (r. 1169–1196).1 The church is finely proportioned. Sophisticated
treatment of wall surfaces additionally enriches the high-quality construc-
tion in stone (figure 10.1). Nicely carved architectural sculpture enlivens the
church exterior while extensive fresco decoration adorns the interior walls.
The building is a single-nave structure, with a dominant square-based domical
core and a tripartite sanctuary, typical for Byzantine-rite churches (figure 10.2).
Architecturally and structurally speaking, this design is essentially a condensed
form of a typical Middle Byzantine church, known as an atrophied Greek-cross
church.2 In such churches, as in Studenica church, the lateral arms of the cross
are reduced to narrow barrel vaults. Thus, these vaults effectively become mas-
sive arches that project from structural piers; the same piers that carry trans-
versal arches, which support the domical core of the structure.",
publisher = "BRILL",
journal = "Natural Light in Medieval Churches",
booktitle = "Modeling the Sunlight Illumination of the Church at Studenica Monastery",
pages = "277-253",
volume = "88",
doi = "10.1163/9789004527980_012"
}

Yeager, T., Bogdanović, J., Forehand, L., Danilović, D., Dragović, M., Chatterjee, D., Gasper, J., Pejić, M., Čučaković, A., Martinenko, A.,& Kerton, C.. (2022). Modeling the Sunlight Illumination of the Church at Studenica Monastery. in Natural Light in Medieval Churches
BRILL., 88, 253-277.
https://doi.org/10.1163/9789004527980_012

Yeager T, Bogdanović J, Forehand L, Danilović D, Dragović M, Chatterjee D, Gasper J, Pejić M, Čučaković A, Martinenko A, Kerton C. Modeling the Sunlight Illumination of the Church at Studenica Monastery. in Natural Light in Medieval Churches. 2022;88:253-277.
doi:10.1163/9789004527980_012 .

Yeager, Travis, Bogdanović, Jelena, Forehand, Leslie, Danilović, Dušan, Dragović, Magdalena, Chatterjee, Debanjana, Gasper, Jacob, Pejić, Marko, Čučaković, Aleksandar, Martinenko, Anastasija, Kerton, Charles, "Modeling the Sunlight Illumination of the Church at Studenica Monastery" in Natural Light in Medieval Churches, 88 (2022):253-277,
https://doi.org/10.1163/9789004527980_012 . .

TY  - JOUR
AU  - Popović, Jovan
AU  - Pandžić, Jelena
AU  - Pejić, Marko
AU  - Vranić, Petko
AU  - Milovanović, Branko
AU  - Martinenko, Anastasija
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2600
AB  - Geodetic monitoring of a tall structure means employing various methods of measurement and data processing for assessing its verticality. Terrestrial laser scanning (TLS) is a method of collecting lots of quality spatial data in a short time period. It enables detailed surface 3D parametric modelling. Advantages over the traditional cross-sectioning approach include direct obtaining of the structure axis inclination, analysing structure deformations relative to the modelled surface, and so forth. The subject of research was 52-metre-tall cylinder-shaped bell tower of St. Anthony of Padua Church in Belgrade, Serbia, which has been inclined since its completion in 1962. An original algorithm was developed for estimating parameters of a cylinder approximating the tower surface and their precision. The horizontal displacement of the cylinder top base centre ranging from 1.174 m to 1.196 m over the five-year period of geodetic monitoring of the tower indicates the clear existence of the structure tilting trend.
PB  - Elsevier
T2  - Measurement 188 (2022)
T1  - Quantifying tall structure tilting trend through TLS-based 3D parametric modelling
DO  - 10.1016/j.measurement.2021.110533
ER  - 

@article{
author = "Popović, Jovan and Pandžić, Jelena and Pejić, Marko and Vranić, Petko and Milovanović, Branko and Martinenko, Anastasija",
year = "2022",
abstract = "Geodetic monitoring of a tall structure means employing various methods of measurement and data processing for assessing its verticality. Terrestrial laser scanning (TLS) is a method of collecting lots of quality spatial data in a short time period. It enables detailed surface 3D parametric modelling. Advantages over the traditional cross-sectioning approach include direct obtaining of the structure axis inclination, analysing structure deformations relative to the modelled surface, and so forth. The subject of research was 52-metre-tall cylinder-shaped bell tower of St. Anthony of Padua Church in Belgrade, Serbia, which has been inclined since its completion in 1962. An original algorithm was developed for estimating parameters of a cylinder approximating the tower surface and their precision. The horizontal displacement of the cylinder top base centre ranging from 1.174 m to 1.196 m over the five-year period of geodetic monitoring of the tower indicates the clear existence of the structure tilting trend.",
publisher = "Elsevier",
journal = "Measurement 188 (2022)",
title = "Quantifying tall structure tilting trend through TLS-based 3D parametric modelling",
doi = "10.1016/j.measurement.2021.110533"
}

Popović, J., Pandžić, J., Pejić, M., Vranić, P., Milovanović, B.,& Martinenko, A.. (2022). Quantifying tall structure tilting trend through TLS-based 3D parametric modelling. in Measurement 188 (2022)
Elsevier..
https://doi.org/10.1016/j.measurement.2021.110533

Popović J, Pandžić J, Pejić M, Vranić P, Milovanović B, Martinenko A. Quantifying tall structure tilting trend through TLS-based 3D parametric modelling. in Measurement 188 (2022). 2022;.
doi:10.1016/j.measurement.2021.110533 .

Popović, Jovan, Pandžić, Jelena, Pejić, Marko, Vranić, Petko, Milovanović, Branko, Martinenko, Anastasija, "Quantifying tall structure tilting trend through TLS-based 3D parametric modelling" in Measurement 188 (2022) (2022),
https://doi.org/10.1016/j.measurement.2021.110533 . .

TY  - CONF
AU  - Marjanović, Miloš
AU  - Abolmasov, Biljana
AU  - Berisavljević, Zoran
AU  - Pejić, Marko
AU  - Vranić, Petko
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3030
AB  - In this article, we are elaborating an example of predictive rockfall assessment by
using Terrestrial Laser Scanning (TLS) in monitoring a road cut, hosted in flysch rock formation,
near Ljig in Serbia. A sequence of rockfall events from 2013-2019 is presented, while the cut
has been more broadly investigated in our earlier work. Beside occasional rockfalls which are
routinely detected by annual TLS monitoring, it was possible to track the pre-failure
deformations preceding a series of rockfalls, reaching 0.3 m3 in volume with 0.5 annual
reoccurrence probability. Monitoring enabled identification of subtle displacements of about 1
cm after the first event in 2014 and keeping track of its progression. After a series of events in
the following years, we were able to define the pre-failure threshold which can be applied to the
adjacent rock blocks, assuming a similar block volume. It also enabled us to anticipate and
simulate the event before it happens. This approach allows planning, prevention and protection,
and there is a great deal of interest to standardize it for high-risk slopes and cuts in rock masses.
PB  - IOP Publishing
C3  - IOP Conference Series: Earth and Environmental Science
T1  - Pre-failure deformation monitoring as rockfall prediction tool
DO  - 10.1088/1755-1315/833/1/012197
ER  - 

@conference{
author = "Marjanović, Miloš and Abolmasov, Biljana and Berisavljević, Zoran and Pejić, Marko and Vranić, Petko",
year = "2021",
abstract = "In this article, we are elaborating an example of predictive rockfall assessment by
using Terrestrial Laser Scanning (TLS) in monitoring a road cut, hosted in flysch rock formation,
near Ljig in Serbia. A sequence of rockfall events from 2013-2019 is presented, while the cut
has been more broadly investigated in our earlier work. Beside occasional rockfalls which are
routinely detected by annual TLS monitoring, it was possible to track the pre-failure
deformations preceding a series of rockfalls, reaching 0.3 m3 in volume with 0.5 annual
reoccurrence probability. Monitoring enabled identification of subtle displacements of about 1
cm after the first event in 2014 and keeping track of its progression. After a series of events in
the following years, we were able to define the pre-failure threshold which can be applied to the
adjacent rock blocks, assuming a similar block volume. It also enabled us to anticipate and
simulate the event before it happens. This approach allows planning, prevention and protection,
and there is a great deal of interest to standardize it for high-risk slopes and cuts in rock masses.",
publisher = "IOP Publishing",
journal = "IOP Conference Series: Earth and Environmental Science",
title = "Pre-failure deformation monitoring as rockfall prediction tool",
doi = "10.1088/1755-1315/833/1/012197"
}

Marjanović, M., Abolmasov, B., Berisavljević, Z., Pejić, M.,& Vranić, P.. (2021). Pre-failure deformation monitoring as rockfall prediction tool. in IOP Conference Series: Earth and Environmental Science
IOP Publishing..
https://doi.org/10.1088/1755-1315/833/1/012197

Marjanović M, Abolmasov B, Berisavljević Z, Pejić M, Vranić P. Pre-failure deformation monitoring as rockfall prediction tool. in IOP Conference Series: Earth and Environmental Science. 2021;.
doi:10.1088/1755-1315/833/1/012197 .

Marjanović, Miloš, Abolmasov, Biljana, Berisavljević, Zoran, Pejić, Marko, Vranić, Petko, "Pre-failure deformation monitoring as rockfall prediction tool" in IOP Conference Series: Earth and Environmental Science (2021),
https://doi.org/10.1088/1755-1315/833/1/012197 . .

TY  - CONF
AU  - Marjanović, Miloš
AU  - Abolmasov, Biljana
AU  - Pejić, Marko
AU  - Jelka, Krušić
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3032
PB  - International Association for Engineering Geology and the Environment
C3  - Proceedings of 3rd European Regional Conference of IAEG/ Athens/ Greece/ 6-10 October 2021
T1  - Long-term rockslope monitoring and rockfall prediction
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3032
ER  - 

@conference{
author = "Marjanović, Miloš and Abolmasov, Biljana and Pejić, Marko and Jelka, Krušić",
year = "2021",
publisher = "International Association for Engineering Geology and the Environment",
journal = "Proceedings of 3rd European Regional Conference of IAEG/ Athens/ Greece/ 6-10 October 2021",
title = "Long-term rockslope monitoring and rockfall prediction",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3032"
}

Marjanović, M., Abolmasov, B., Pejić, M.,& Jelka, K.. (2021). Long-term rockslope monitoring and rockfall prediction. in Proceedings of 3rd European Regional Conference of IAEG/ Athens/ Greece/ 6-10 October 2021
International Association for Engineering Geology and the Environment..
https://hdl.handle.net/21.15107/rcub_grafar_3032

Marjanović M, Abolmasov B, Pejić M, Jelka K. Long-term rockslope monitoring and rockfall prediction. in Proceedings of 3rd European Regional Conference of IAEG/ Athens/ Greece/ 6-10 October 2021. 2021;.
https://hdl.handle.net/21.15107/rcub_grafar_3032 .

Marjanović, Miloš, Abolmasov, Biljana, Pejić, Marko, Jelka, Krušić, "Long-term rockslope monitoring and rockfall prediction" in Proceedings of 3rd European Regional Conference of IAEG/ Athens/ Greece/ 6-10 October 2021 (2021),
https://hdl.handle.net/21.15107/rcub_grafar_3032 .

TY  - JOUR
AU  - Martinenko, Anastasija
AU  - Jevremović, Vesna S.
AU  - Vranić, Petko R.
AU  - Popović, Jovan M.
AU  - Pejić, Marko M.
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2390
AB  - Ispravan zaključak o postavljenim pretpostavkama u vezi proučavane pojave može se dobiti samo putem naučno obavljene analize odgovarajućih statističkih podataka. Taj naučni postupak verifikovanja hipoteze naziva se statistički test. U zavisnosti da li se testiraju hipoteze o parametrima u raspodeli obeležja ili se testira raspodela u celini, koriste se neparametarski ili parametarski testovi. U radu su prikazane teorijske osnove statističkih testova i ilustrovani su primeri iz geodezije, pri čemu je za svaki primer izabran  odgovarajući test.
Kao značajniji parametarski testov, prikazani su test količnika verodostojnosti, Nojman – Pirsonova lema i Bootstrap metoda, a kao neparametarski testovi prikazani su Pirsonov χ^2 test i test Kolmogorova.
PB  - SAVEZ INŽENJERA I TEHNIČARA SRBIJE
T2  - Tehnika
T1  - Statistički testovi i njihova primena u geodeziji
DO  - 10.5937/tehnika2102147M
ER  - 

@article{
author = "Martinenko, Anastasija and Jevremović, Vesna S. and Vranić, Petko R. and Popović, Jovan M. and Pejić, Marko M.",
year = "2021",
abstract = "Ispravan zaključak o postavljenim pretpostavkama u vezi proučavane pojave može se dobiti samo putem naučno obavljene analize odgovarajućih statističkih podataka. Taj naučni postupak verifikovanja hipoteze naziva se statistički test. U zavisnosti da li se testiraju hipoteze o parametrima u raspodeli obeležja ili se testira raspodela u celini, koriste se neparametarski ili parametarski testovi. U radu su prikazane teorijske osnove statističkih testova i ilustrovani su primeri iz geodezije, pri čemu je za svaki primer izabran  odgovarajući test.
Kao značajniji parametarski testov, prikazani su test količnika verodostojnosti, Nojman – Pirsonova lema i Bootstrap metoda, a kao neparametarski testovi prikazani su Pirsonov χ^2 test i test Kolmogorova.",
publisher = "SAVEZ INŽENJERA I TEHNIČARA SRBIJE",
journal = "Tehnika",
title = "Statistički testovi i njihova primena u geodeziji",
doi = "10.5937/tehnika2102147M"
}

Martinenko, A., Jevremović, V. S., Vranić, P. R., Popović, J. M.,& Pejić, M. M.. (2021). Statistički testovi i njihova primena u geodeziji. in Tehnika
SAVEZ INŽENJERA I TEHNIČARA SRBIJE..
https://doi.org/10.5937/tehnika2102147M

Martinenko A, Jevremović VS, Vranić PR, Popović JM, Pejić MM. Statistički testovi i njihova primena u geodeziji. in Tehnika. 2021;.
doi:10.5937/tehnika2102147M .

Martinenko, Anastasija, Jevremović, Vesna S., Vranić, Petko R., Popović, Jovan M., Pejić, Marko M., "Statistički testovi i njihova primena u geodeziji" in Tehnika (2021),
https://doi.org/10.5937/tehnika2102147M . .

TY  - CONF
AU  - Abolmasov, Biljana
AU  - Đurić, Uroš
AU  - Popović, Jovan
AU  - Pejić, Marko
AU  - Samardžić-Petrović, Mileva
AU  - Brodić, Nenad
PY  - 2021
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2557
AB  - Results of recent monitoring activities conducted from 2014 to 2019 are presented in the paper as a part of IPL 181 Project progress report. Recent monitoring activities are concentrated on several landslide monitoring techniques— automated GNSS monitoring system measurements, geodetic benchmark survey monitoring, UAV imaging, processing and analysis, and PSInSAR data processing and analysis. Results of all monitoring activities were analysed and used for cross-correlation and for verification of monitoring results obtained from different techniques. Displacement rates from GNSS measurements indicate that object point UmkaGNSS2 has moved 0.30 m towards the North and 0.50 m towards the West, while the vertical displacement was approximately −0.15 m for the 2014–2018 time span. Similar range of GNSS displacement rates were found in previously published results from monitoring activities realized from 2010–2014. PSInSAR data analysis also showed good correlation between nearest PS points and GNSS point for the same period of monitoring. Results from UAV and geodetic benchmarks survey showed very good correlation in displacement vectors’ direction. According to the analyzed data it could be concluded that all monitoring results are in compliance with previous research results and confirm that the Umka is slow tovery slow moving landslide with cyclic acceleration and deceleration phases.
PB  - Gewerbestrasse: Springer Nature Switzerland AG
C3  - Understanding and Reducing Landslide Disaster Risk
T1  - Results of Recent Monitoring Activities on Landslide Umka, Belgrade, Serbia—IPL 181
EP  - 234
SP  - 225
VL  - 1
DO  - 10.1007/978-3-030-60196-6_14
ER  - 

@conference{
author = "Abolmasov, Biljana and Đurić, Uroš and Popović, Jovan and Pejić, Marko and Samardžić-Petrović, Mileva and Brodić, Nenad",
year = "2021",
abstract = "Results of recent monitoring activities conducted from 2014 to 2019 are presented in the paper as a part of IPL 181 Project progress report. Recent monitoring activities are concentrated on several landslide monitoring techniques— automated GNSS monitoring system measurements, geodetic benchmark survey monitoring, UAV imaging, processing and analysis, and PSInSAR data processing and analysis. Results of all monitoring activities were analysed and used for cross-correlation and for verification of monitoring results obtained from different techniques. Displacement rates from GNSS measurements indicate that object point UmkaGNSS2 has moved 0.30 m towards the North and 0.50 m towards the West, while the vertical displacement was approximately −0.15 m for the 2014–2018 time span. Similar range of GNSS displacement rates were found in previously published results from monitoring activities realized from 2010–2014. PSInSAR data analysis also showed good correlation between nearest PS points and GNSS point for the same period of monitoring. Results from UAV and geodetic benchmarks survey showed very good correlation in displacement vectors’ direction. According to the analyzed data it could be concluded that all monitoring results are in compliance with previous research results and confirm that the Umka is slow tovery slow moving landslide with cyclic acceleration and deceleration phases.",
publisher = "Gewerbestrasse: Springer Nature Switzerland AG",
journal = "Understanding and Reducing Landslide Disaster Risk",
title = "Results of Recent Monitoring Activities on Landslide Umka, Belgrade, Serbia—IPL 181",
pages = "234-225",
volume = "1",
doi = "10.1007/978-3-030-60196-6_14"
}

Abolmasov, B., Đurić, U., Popović, J., Pejić, M., Samardžić-Petrović, M.,& Brodić, N.. (2021). Results of Recent Monitoring Activities on Landslide Umka, Belgrade, Serbia—IPL 181. in Understanding and Reducing Landslide Disaster Risk
Gewerbestrasse: Springer Nature Switzerland AG., 1, 225-234.
https://doi.org/10.1007/978-3-030-60196-6_14

Abolmasov B, Đurić U, Popović J, Pejić M, Samardžić-Petrović M, Brodić N. Results of Recent Monitoring Activities on Landslide Umka, Belgrade, Serbia—IPL 181. in Understanding and Reducing Landslide Disaster Risk. 2021;1:225-234.
doi:10.1007/978-3-030-60196-6_14 .

Abolmasov, Biljana, Đurić, Uroš, Popović, Jovan, Pejić, Marko, Samardžić-Petrović, Mileva, Brodić, Nenad, "Results of Recent Monitoring Activities on Landslide Umka, Belgrade, Serbia—IPL 181" in Understanding and Reducing Landslide Disaster Risk, 1 (2021):225-234,
https://doi.org/10.1007/978-3-030-60196-6_14 . .

TY  - CONF
AU  - Samardžić-Petrović, Mileva
AU  - Popović, Jovan
AU  - Đurić, Uroš
AU  - Abolmasov, Biljana
AU  - Pejić, Marko
AU  - Marjanović, Miloš
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2214
AB  - The Umka landslide is one of the biggest inhabited active landslides in Serbia. The Umka landslide activity has been monitored for a period longer than 85 years, by various geotechnical and geodetic techniques. Since 2010, landslide activity has been continuously monitored by automated permanent Global Navigation Satellite System (GNSS) based monitoring system in real time. Furthermore, since 2018 landslide activity has been monitored by GNSS kinematic positioning of a set of characteristic points as well as by UAV (Unmanned Aerial Vehicle) photogrammetry. The main issue of this paper is the presentation of the results gained with GNSS kinematic positioning of characteristic points of Umka landslide within three observation epochs.
PB  - University of Banja Luka Faculty of Architecture, Civil Engineering and Geode
C3  - XIV International Conference On Contemporary Theory And Practice In Construction XIV Stepgrad XIV Proceedings, 2020
T1  - Permanent GNSS monitoring of landslide Umka
DO  - 10.7251/STP2014091S
ER  - 

@conference{
author = "Samardžić-Petrović, Mileva and Popović, Jovan and Đurić, Uroš and Abolmasov, Biljana and Pejić, Marko and Marjanović, Miloš",
year = "2020",
abstract = "The Umka landslide is one of the biggest inhabited active landslides in Serbia. The Umka landslide activity has been monitored for a period longer than 85 years, by various geotechnical and geodetic techniques. Since 2010, landslide activity has been continuously monitored by automated permanent Global Navigation Satellite System (GNSS) based monitoring system in real time. Furthermore, since 2018 landslide activity has been monitored by GNSS kinematic positioning of a set of characteristic points as well as by UAV (Unmanned Aerial Vehicle) photogrammetry. The main issue of this paper is the presentation of the results gained with GNSS kinematic positioning of characteristic points of Umka landslide within three observation epochs.",
publisher = "University of Banja Luka Faculty of Architecture, Civil Engineering and Geode",
journal = "XIV International Conference On Contemporary Theory And Practice In Construction XIV Stepgrad XIV Proceedings, 2020",
title = "Permanent GNSS monitoring of landslide Umka",
doi = "10.7251/STP2014091S"
}

Samardžić-Petrović, M., Popović, J., Đurić, U., Abolmasov, B., Pejić, M.,& Marjanović, M.. (2020). Permanent GNSS monitoring of landslide Umka. in XIV International Conference On Contemporary Theory And Practice In Construction XIV Stepgrad XIV Proceedings, 2020
University of Banja Luka Faculty of Architecture, Civil Engineering and Geode..
https://doi.org/10.7251/STP2014091S

Samardžić-Petrović M, Popović J, Đurić U, Abolmasov B, Pejić M, Marjanović M. Permanent GNSS monitoring of landslide Umka. in XIV International Conference On Contemporary Theory And Practice In Construction XIV Stepgrad XIV Proceedings, 2020. 2020;.
doi:10.7251/STP2014091S .

Samardžić-Petrović, Mileva, Popović, Jovan, Đurić, Uroš, Abolmasov, Biljana, Pejić, Marko, Marjanović, Miloš, "Permanent GNSS monitoring of landslide Umka" in XIV International Conference On Contemporary Theory And Practice In Construction XIV Stepgrad XIV Proceedings, 2020 (2020),
https://doi.org/10.7251/STP2014091S . .

TY  - JOUR
AU  - Božić, Branko
AU  - Tucikesić, Sanja
AU  - Pejić, Marko
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2099
AB  - Projektno orijentisan problemski zasnovan pristup učenju (eng. Project Oriented and Problem Based Learning/Problem Oriented Project Based Learning - POPBL) jeste koncept koji je prvi put uveden sedamdesetih godina prošlog veka. Iako je u početku bio prvenstveno zastupljen u oblasti medicinskog obrazovanja, danas se proširio na ostale naučne oblasti. Rad prikazuje iskustva u jednogodišnjoj primeni POPBL u okviru studijskog programa Geodezija i geoinformatika, na jednom predmetu master studija. Prvi rezultati pokazuju da su efekti primene problemski orijentisane nastave (eng. ProblemBased Learning PBL) unapredili proces učenja. Stečena iskustva će predstavljati značajan podstrek i polaznu osnovu za novi ciklus procesa učenja po PBL modelu.
PB  - Savez inzenjera i tehnicara Srbije
T2  - Tehnika
T1  - Project oriented problem based learning: The first experiances of using this approach at the study program of Geodesy and geoinformatics
EP  - 28
IS  - 1
SP  - 23
VL  - 75
DO  - 10.5937/tehnika2001023B
ER  - 

@article{
author = "Božić, Branko and Tucikesić, Sanja and Pejić, Marko",
year = "2020",
abstract = "Projektno orijentisan problemski zasnovan pristup učenju (eng. Project Oriented and Problem Based Learning/Problem Oriented Project Based Learning - POPBL) jeste koncept koji je prvi put uveden sedamdesetih godina prošlog veka. Iako je u početku bio prvenstveno zastupljen u oblasti medicinskog obrazovanja, danas se proširio na ostale naučne oblasti. Rad prikazuje iskustva u jednogodišnjoj primeni POPBL u okviru studijskog programa Geodezija i geoinformatika, na jednom predmetu master studija. Prvi rezultati pokazuju da su efekti primene problemski orijentisane nastave (eng. ProblemBased Learning PBL) unapredili proces učenja. Stečena iskustva će predstavljati značajan podstrek i polaznu osnovu za novi ciklus procesa učenja po PBL modelu.",
publisher = "Savez inzenjera i tehnicara Srbije",
journal = "Tehnika",
title = "Project oriented problem based learning: The first experiances of using this approach at the study program of Geodesy and geoinformatics",
pages = "28-23",
number = "1",
volume = "75",
doi = "10.5937/tehnika2001023B"
}

Božić, B., Tucikesić, S.,& Pejić, M.. (2020). Project oriented problem based learning: The first experiances of using this approach at the study program of Geodesy and geoinformatics. in Tehnika
Savez inzenjera i tehnicara Srbije., 75(1), 23-28.
https://doi.org/10.5937/tehnika2001023B

Božić B, Tucikesić S, Pejić M. Project oriented problem based learning: The first experiances of using this approach at the study program of Geodesy and geoinformatics. in Tehnika. 2020;75(1):23-28.
doi:10.5937/tehnika2001023B .

Božić, Branko, Tucikesić, Sanja, Pejić, Marko, "Project oriented problem based learning: The first experiances of using this approach at the study program of Geodesy and geoinformatics" in Tehnika, 75, no. 1 (2020):23-28,
https://doi.org/10.5937/tehnika2001023B . .

TY  - CONF
AU  - Bogdanović, Jelena
AU  - Dragović, Magdalena
AU  - Čučaković, Aleksandar
AU  - Pejić, Marko
AU  - Forehand, Leslie
AU  - Danilović, Dušan
AU  - Kerton, Charles
AU  - Stević, Zoran
AU  - Yeager, Travis
AU  - Gasper, Jacob
AU  - Martinenko, Anastasija
PY  - 2020
UR  - https://mong2020masbg.wordpress.com/2020/09/06/the-exhibition/
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2261
AB  - This project reveals surveying data and architectural design of the major church in the Studenica monastery complex in Serbia reflected in a variety of 3D models and the analysis of the church interior and exterior. Architecture-driven computational parametric modeling was done by using two types of data: close range photogrammetry and high precision laser scanning. The modeling, based on geometric parameters and other planimetric and volumetric analysis, is devised
during the four-year study as part of the project Parametric Research of the Studenica Church, a UNESCO Heritage Site, as a Model for Advanced Studies of Medieval Architecture. These models allow for better understanding and representation of the proportional, aesthetic and illumination qualities of the Studenica church and for prototyping procedures for examining other medieval domed churches where we lack more detailed references about their architectural design.
PB  - Faculty of Mechanical Engineering, University of Belgrade
C3  - Dimensions reflected - catalog, Accompanying program of the 7th International scientific conference ’’moNGeometrija 2020’’
T1  - Parametric Modeling of the Church in the Studenica Monastery in Serbia
EP  - 16
IS  - Dimensions Reflected – Exhibition of ideas, designs and models
SP  - 16
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2261
ER  - 

@conference{
author = "Bogdanović, Jelena and Dragović, Magdalena and Čučaković, Aleksandar and Pejić, Marko and Forehand, Leslie and Danilović, Dušan and Kerton, Charles and Stević, Zoran and Yeager, Travis and Gasper, Jacob and Martinenko, Anastasija",
year = "2020",
abstract = "This project reveals surveying data and architectural design of the major church in the Studenica monastery complex in Serbia reflected in a variety of 3D models and the analysis of the church interior and exterior. Architecture-driven computational parametric modeling was done by using two types of data: close range photogrammetry and high precision laser scanning. The modeling, based on geometric parameters and other planimetric and volumetric analysis, is devised
during the four-year study as part of the project Parametric Research of the Studenica Church, a UNESCO Heritage Site, as a Model for Advanced Studies of Medieval Architecture. These models allow for better understanding and representation of the proportional, aesthetic and illumination qualities of the Studenica church and for prototyping procedures for examining other medieval domed churches where we lack more detailed references about their architectural design.",
publisher = "Faculty of Mechanical Engineering, University of Belgrade",
journal = "Dimensions reflected - catalog, Accompanying program of the 7th International scientific conference ’’moNGeometrija 2020’’",
title = "Parametric Modeling of the Church in the Studenica Monastery in Serbia",
pages = "16-16",
number = "Dimensions Reflected – Exhibition of ideas, designs and models",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2261"
}

Bogdanović, J., Dragović, M., Čučaković, A., Pejić, M., Forehand, L., Danilović, D., Kerton, C., Stević, Z., Yeager, T., Gasper, J.,& Martinenko, A.. (2020). Parametric Modeling of the Church in the Studenica Monastery in Serbia. in Dimensions reflected - catalog, Accompanying program of the 7th International scientific conference ’’moNGeometrija 2020’’
Faculty of Mechanical Engineering, University of Belgrade.(Dimensions Reflected – Exhibition of ideas, designs and models), 16-16.
https://hdl.handle.net/21.15107/rcub_grafar_2261

Bogdanović J, Dragović M, Čučaković A, Pejić M, Forehand L, Danilović D, Kerton C, Stević Z, Yeager T, Gasper J, Martinenko A. Parametric Modeling of the Church in the Studenica Monastery in Serbia. in Dimensions reflected - catalog, Accompanying program of the 7th International scientific conference ’’moNGeometrija 2020’’. 2020;(Dimensions Reflected – Exhibition of ideas, designs and models):16-16.
https://hdl.handle.net/21.15107/rcub_grafar_2261 .

Bogdanović, Jelena, Dragović, Magdalena, Čučaković, Aleksandar, Pejić, Marko, Forehand, Leslie, Danilović, Dušan, Kerton, Charles, Stević, Zoran, Yeager, Travis, Gasper, Jacob, Martinenko, Anastasija, "Parametric Modeling of the Church in the Studenica Monastery in Serbia" in Dimensions reflected - catalog, Accompanying program of the 7th International scientific conference ’’moNGeometrija 2020’’, no. Dimensions Reflected – Exhibition of ideas, designs and models (2020):16-16,
https://hdl.handle.net/21.15107/rcub_grafar_2261 .

TY  - CONF
AU  - Pandžić, Jelena
AU  - Vranić, Petko
AU  - Pejić, Marko
AU  - Popović, Jovan
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2241
AB  - Unlike traditional methods, terrestrial laser scanning (TLS) enables one to collect enormous amount of data in a fairly short time, consequently reducing field efforts. This backed up the decision to employ TLS for deformation monitoring of the brick bell tower of St. Anthony of Padua Church in Belgrade. One epoch of terrestrial laser scanning completed in March 2015 revealed that the projection of the tower axis vector to the horizontal plane reached the value of almost 1.2 m, that is nearly three times greater than the value observed at the time of the tower completion. This urged for the tower stability monitoring to be started which finally happened in 2019. Over a period of about four and a half years a trend in the tower tilting increase of 1.6 arcmin in total was unequivocally established, that is, the top of the tower displacement of 22 mm in the horizontal plane.
C3  - INGEO & SIG 2020
T1  - TLS-based 3D Deformation Monitoring of Church Bell Tower Geometry
EP  - 49
SP  - 39
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2241
ER  - 

@conference{
author = "Pandžić, Jelena and Vranić, Petko and Pejić, Marko and Popović, Jovan",
year = "2020",
abstract = "Unlike traditional methods, terrestrial laser scanning (TLS) enables one to collect enormous amount of data in a fairly short time, consequently reducing field efforts. This backed up the decision to employ TLS for deformation monitoring of the brick bell tower of St. Anthony of Padua Church in Belgrade. One epoch of terrestrial laser scanning completed in March 2015 revealed that the projection of the tower axis vector to the horizontal plane reached the value of almost 1.2 m, that is nearly three times greater than the value observed at the time of the tower completion. This urged for the tower stability monitoring to be started which finally happened in 2019. Over a period of about four and a half years a trend in the tower tilting increase of 1.6 arcmin in total was unequivocally established, that is, the top of the tower displacement of 22 mm in the horizontal plane.",
journal = "INGEO & SIG 2020",
title = "TLS-based 3D Deformation Monitoring of Church Bell Tower Geometry",
pages = "49-39",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2241"
}

Pandžić, J., Vranić, P., Pejić, M.,& Popović, J.. (2020). TLS-based 3D Deformation Monitoring of Church Bell Tower Geometry. in INGEO & SIG 2020, 39-49.
https://hdl.handle.net/21.15107/rcub_grafar_2241

Pandžić J, Vranić P, Pejić M, Popović J. TLS-based 3D Deformation Monitoring of Church Bell Tower Geometry. in INGEO & SIG 2020. 2020;:39-49.
https://hdl.handle.net/21.15107/rcub_grafar_2241 .

Pandžić, Jelena, Vranić, Petko, Pejić, Marko, Popović, Jovan, "TLS-based 3D Deformation Monitoring of Church Bell Tower Geometry" in INGEO & SIG 2020 (2020):39-49,
https://hdl.handle.net/21.15107/rcub_grafar_2241 .

TY  - JOUR
AU  - Petković, Dušan
AU  - Pejić, Marko
PY  - 2019
UR  - https://scindeks.ceon.rs/Article.aspx?artid=0040-21761904507P
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1854
AB  - Терестричко ласерско скенирање (ТЛС) представља методу брзог прикупљања велике количине података у виду „облака тачака“ који нам касније представља основу за приказивање реалног стања „објекта“ у виду тродимензионалног модела и вршење разних анализа над њим. Перманентни развој технологије, хардвера и софтвера у претходних 10-ак година је у великој мери утицао на експанизију методе ТЛС-а, и на квалитет података који добијамо као резултат њене примене. Методу ТЛС-а можемо декларисати као једну од „најмлађих“ метода која се користи у геодезији, грађевинарству, архитектури, просторном планнирању и др. Међутим, методи ТЛС-а недостају јасно дефинисане и стандардизоване теренске процедуре као и методе испитивања и еталонирања инструмената и прибора који се користи. Такође, још увек не постоји међународни стандард који би унифицирао декларисање карактеристика инструмената од стране произвођача. 
У овом раду је дат преглед свих процеса и прорачуна у циљу успостављања метролошког полигона за потребе еталонирања терестричко ласерских скенера. Приказана је и анализа података прикупљених приликом еталонирања три модела терестричко ласерских скенера.
T2  - Техника
T1  - Еталонирање терестричких ласерских скенера у лабораторијским условима
IS  - 4
VL  - 74
DO  - 10.5937/tehnika1904507P
ER  - 

@article{
author = "Petković, Dušan and Pejić, Marko",
year = "2019",
abstract = "Терестричко ласерско скенирање (ТЛС) представља методу брзог прикупљања велике количине података у виду „облака тачака“ који нам касније представља основу за приказивање реалног стања „објекта“ у виду тродимензионалног модела и вршење разних анализа над њим. Перманентни развој технологије, хардвера и софтвера у претходних 10-ак година је у великој мери утицао на експанизију методе ТЛС-а, и на квалитет података који добијамо као резултат њене примене. Методу ТЛС-а можемо декларисати као једну од „најмлађих“ метода која се користи у геодезији, грађевинарству, архитектури, просторном планнирању и др. Међутим, методи ТЛС-а недостају јасно дефинисане и стандардизоване теренске процедуре као и методе испитивања и еталонирања инструмената и прибора који се користи. Такође, још увек не постоји међународни стандард који би унифицирао декларисање карактеристика инструмената од стране произвођача. 
У овом раду је дат преглед свих процеса и прорачуна у циљу успостављања метролошког полигона за потребе еталонирања терестричко ласерских скенера. Приказана је и анализа података прикупљених приликом еталонирања три модела терестричко ласерских скенера.",
journal = "Техника",
title = "Еталонирање терестричких ласерских скенера у лабораторијским условима",
number = "4",
volume = "74",
doi = "10.5937/tehnika1904507P"
}

Petković, D.,& Pejić, M.. (2019). Еталонирање терестричких ласерских скенера у лабораторијским условима. in Техника, 74(4).
https://doi.org/10.5937/tehnika1904507P

Petković D, Pejić M. Еталонирање терестричких ласерских скенера у лабораторијским условима. in Техника. 2019;74(4).
doi:10.5937/tehnika1904507P .

Petković, Dušan, Pejić, Marko, "Еталонирање терестричких ласерских скенера у лабораторијским условима" in Техника, 74, no. 4 (2019),
https://doi.org/10.5937/tehnika1904507P . .

TY  - JOUR
AU  - Dragović, Magdalena
AU  - Čučaković, Aleksandar
AU  - Bogdanović, Jelena
AU  - Pejić, Marko
AU  - Srećković, Milesa
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1000
AB  - In this paper, an analysis of three Serbian medieval Raška churches highlights the significance of the interaction of regular geometric shapes in the composition of their underlying proportional scheme. The complex geometry recognised in the layouts and cross-sections of these monastery churches points to the potential use of a unique triangular proportioning system. This proportional system is derived from the initial geometry of Štambuk's proportional canon, which employs two circles constrained by an equilateral triangle in a specific setting. As the essence of religious medieval structures is often related to their interior, in this paper 3D empty space moulds are created by the parametric modelling of each element of the structure. This research shows how the variation of the two critical points of the church interior, the centres of the dome and of the main apse, along with the key triangles incorporated in the proportional scheme, affect the final 3D structural model.
PB  - Birkhauser Verlag AG
T2  - Nexus Network Journal
T1  - Geometric Proportional Schemas of Serbian Medieval Raška Churches Based on Stambuk's Proportional Canon
EP  - 58
IS  - 1
SP  - 33
VL  - 21
DO  - 10.1007/s00004-018-00426-z
ER  - 

@article{
author = "Dragović, Magdalena and Čučaković, Aleksandar and Bogdanović, Jelena and Pejić, Marko and Srećković, Milesa",
year = "2019",
abstract = "In this paper, an analysis of three Serbian medieval Raška churches highlights the significance of the interaction of regular geometric shapes in the composition of their underlying proportional scheme. The complex geometry recognised in the layouts and cross-sections of these monastery churches points to the potential use of a unique triangular proportioning system. This proportional system is derived from the initial geometry of Štambuk's proportional canon, which employs two circles constrained by an equilateral triangle in a specific setting. As the essence of religious medieval structures is often related to their interior, in this paper 3D empty space moulds are created by the parametric modelling of each element of the structure. This research shows how the variation of the two critical points of the church interior, the centres of the dome and of the main apse, along with the key triangles incorporated in the proportional scheme, affect the final 3D structural model.",
publisher = "Birkhauser Verlag AG",
journal = "Nexus Network Journal",
title = "Geometric Proportional Schemas of Serbian Medieval Raška Churches Based on Stambuk's Proportional Canon",
pages = "58-33",
number = "1",
volume = "21",
doi = "10.1007/s00004-018-00426-z"
}

Dragović, M., Čučaković, A., Bogdanović, J., Pejić, M.,& Srećković, M.. (2019). Geometric Proportional Schemas of Serbian Medieval Raška Churches Based on Stambuk's Proportional Canon. in Nexus Network Journal
Birkhauser Verlag AG., 21(1), 33-58.
https://doi.org/10.1007/s00004-018-00426-z

Dragović M, Čučaković A, Bogdanović J, Pejić M, Srećković M. Geometric Proportional Schemas of Serbian Medieval Raška Churches Based on Stambuk's Proportional Canon. in Nexus Network Journal. 2019;21(1):33-58.
doi:10.1007/s00004-018-00426-z .

Dragović, Magdalena, Čučaković, Aleksandar, Bogdanović, Jelena, Pejić, Marko, Srećković, Milesa, "Geometric Proportional Schemas of Serbian Medieval Raška Churches Based on Stambuk's Proportional Canon" in Nexus Network Journal, 21, no. 1 (2019):33-58,
https://doi.org/10.1007/s00004-018-00426-z . .

TY  - CONF
AU  - Đurić, Uroš
AU  - Pejić, Marko
AU  - Marjanović, Miloš
AU  - Đurić, D.
AU  - Krušić, Jelka
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1644
AB  - Project "Мonitoring оf Erosion on the Đavolja Varoš site ‐ MEĐA: sustainability of natural phenomena in climate change conditions ", was created by a team of young scientists and PhD students from the Faculty of Mining and Geology and Faculty of Civil Engineering, University of Belgrade. The area of interest is Đavolja Varoš, near Kuršumlija, where all field research will be carried out, while the analysis of the collected data will be done at the Faculty of Mining and Geology and Faculty of Civil Engineering in Belgrade. MEĐA aims to popularize the natural values of the protected area of Đavolja Varoš, but also to raise awareness about the problems of sustainability of this natural phenomenon in the climate change conditions (Naydenova 2012), among the wider and local public, as well as among the scientific circles in the country and abroad. Indirectly, the project encourages local activism through local involvement in the development of this research and its results, responsible planning, interdisciplinary approach to solving problems and approaching the problem of the local population through education, which should be stimulative for the preservation and promotion of the natural heritage. The desired long‐term effect that would result from this research should have a significant part in the overall socioeconomic development of the municipality of Kuršumlija, and the entire Toplica district.
PB  - Srpsko geološko društvo, Beograd
C3  - Knjiga apstrakata / 17. Kongres geologa Srbije, Vrnjačka Banja, 17-20. maj 2018. = Book of abstracts / 17th Serbian Geological Congress, Vrnjačka banja, Maz 17-20, 2018. Vol. 2
T1  - Monitoring of erosion in the area of Đabolja Varoš: Project "Međa"
T1  - Monitoring erozije na području Đavolje Varoši: Projekat „Međa“
EP  - 785
SP  - 780
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1644
ER  - 

@conference{
author = "Đurić, Uroš and Pejić, Marko and Marjanović, Miloš and Đurić, D. and Krušić, Jelka",
year = "2018",
abstract = "Project "Мonitoring оf Erosion on the Đavolja Varoš site ‐ MEĐA: sustainability of natural phenomena in climate change conditions ", was created by a team of young scientists and PhD students from the Faculty of Mining and Geology and Faculty of Civil Engineering, University of Belgrade. The area of interest is Đavolja Varoš, near Kuršumlija, where all field research will be carried out, while the analysis of the collected data will be done at the Faculty of Mining and Geology and Faculty of Civil Engineering in Belgrade. MEĐA aims to popularize the natural values of the protected area of Đavolja Varoš, but also to raise awareness about the problems of sustainability of this natural phenomenon in the climate change conditions (Naydenova 2012), among the wider and local public, as well as among the scientific circles in the country and abroad. Indirectly, the project encourages local activism through local involvement in the development of this research and its results, responsible planning, interdisciplinary approach to solving problems and approaching the problem of the local population through education, which should be stimulative for the preservation and promotion of the natural heritage. The desired long‐term effect that would result from this research should have a significant part in the overall socioeconomic development of the municipality of Kuršumlija, and the entire Toplica district.",
publisher = "Srpsko geološko društvo, Beograd",
journal = "Knjiga apstrakata / 17. Kongres geologa Srbije, Vrnjačka Banja, 17-20. maj 2018. = Book of abstracts / 17th Serbian Geological Congress, Vrnjačka banja, Maz 17-20, 2018. Vol. 2",
title = "Monitoring of erosion in the area of Đabolja Varoš: Project "Međa", Monitoring erozije na području Đavolje Varoši: Projekat „Međa“",
pages = "785-780",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1644"
}

Đurić, U., Pejić, M., Marjanović, M., Đurić, D.,& Krušić, J.. (2018). Monitoring of erosion in the area of Đabolja Varoš: Project "Međa". in Knjiga apstrakata / 17. Kongres geologa Srbije, Vrnjačka Banja, 17-20. maj 2018. = Book of abstracts / 17th Serbian Geological Congress, Vrnjačka banja, Maz 17-20, 2018. Vol. 2
Srpsko geološko društvo, Beograd., 780-785.
https://hdl.handle.net/21.15107/rcub_grafar_1644

Đurić U, Pejić M, Marjanović M, Đurić D, Krušić J. Monitoring of erosion in the area of Đabolja Varoš: Project "Međa". in Knjiga apstrakata / 17. Kongres geologa Srbije, Vrnjačka Banja, 17-20. maj 2018. = Book of abstracts / 17th Serbian Geological Congress, Vrnjačka banja, Maz 17-20, 2018. Vol. 2. 2018;:780-785.
https://hdl.handle.net/21.15107/rcub_grafar_1644 .

Đurić, Uroš, Pejić, Marko, Marjanović, Miloš, Đurić, D., Krušić, Jelka, "Monitoring of erosion in the area of Đabolja Varoš: Project "Međa"" in Knjiga apstrakata / 17. Kongres geologa Srbije, Vrnjačka Banja, 17-20. maj 2018. = Book of abstracts / 17th Serbian Geological Congress, Vrnjačka banja, Maz 17-20, 2018. Vol. 2 (2018):780-785,
https://hdl.handle.net/21.15107/rcub_grafar_1644 .

TY  - CONF
AU  - Abolmasov, Biljana
AU  - Marjanović, Miloš
AU  - Milenković, Svetozar
AU  - Pejić, Marko
AU  - Berisavljević, Zoran
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3031
AB  - The section of E75 motorway under construction was subjected to simulation of potential rockfall hazard. 3D point-cloud surface model of the rock slope, obtained by a combination of LiDAR and UAV techniques, was used for mapping of discontinuities, their orientation and spacing. These were inputs for appropriate slope stability analyses, which were further used do delineate potential depletion zones or rockfall block sources. Once delineated, source zones were used to simulate 3D rock trajectories over 3D surface slope model, for various block sizes. All trajectories were compared and evaluated for their potential impact on the viaduct setting, based on their spatial propagation, kinetic energies and forces, bouncing heights etc. Finally, according preventive measures for rockfall hazard mitigation were proposed.
PB  - Willey Ernst and Sons
C3  - Proceedings of the 16th Danube-European Conference on Geotechnical Engineering-Geotechnical hazards and risks: Experiences and practices, Skopje, Republic of Macedonia
T1  - Rockfall simulation on a rock slope along E75 road at km 890+725 to 891+093
VL  - 1
DO  - https://doi.org/10.1002/cepa.682
ER  - 

@conference{
author = "Abolmasov, Biljana and Marjanović, Miloš and Milenković, Svetozar and Pejić, Marko and Berisavljević, Zoran",
year = "2018",
abstract = "The section of E75 motorway under construction was subjected to simulation of potential rockfall hazard. 3D point-cloud surface model of the rock slope, obtained by a combination of LiDAR and UAV techniques, was used for mapping of discontinuities, their orientation and spacing. These were inputs for appropriate slope stability analyses, which were further used do delineate potential depletion zones or rockfall block sources. Once delineated, source zones were used to simulate 3D rock trajectories over 3D surface slope model, for various block sizes. All trajectories were compared and evaluated for their potential impact on the viaduct setting, based on their spatial propagation, kinetic energies and forces, bouncing heights etc. Finally, according preventive measures for rockfall hazard mitigation were proposed.",
publisher = "Willey Ernst and Sons",
journal = "Proceedings of the 16th Danube-European Conference on Geotechnical Engineering-Geotechnical hazards and risks: Experiences and practices, Skopje, Republic of Macedonia",
title = "Rockfall simulation on a rock slope along E75 road at km 890+725 to 891+093",
volume = "1",
doi = "https://doi.org/10.1002/cepa.682"
}

Abolmasov, B., Marjanović, M., Milenković, S., Pejić, M.,& Berisavljević, Z.. (2018). Rockfall simulation on a rock slope along E75 road at km 890+725 to 891+093. in Proceedings of the 16th Danube-European Conference on Geotechnical Engineering-Geotechnical hazards and risks: Experiences and practices, Skopje, Republic of Macedonia
Willey Ernst and Sons., 1.
https://doi.org/https://doi.org/10.1002/cepa.682

Abolmasov B, Marjanović M, Milenković S, Pejić M, Berisavljević Z. Rockfall simulation on a rock slope along E75 road at km 890+725 to 891+093. in Proceedings of the 16th Danube-European Conference on Geotechnical Engineering-Geotechnical hazards and risks: Experiences and practices, Skopje, Republic of Macedonia. 2018;1.
doi:https://doi.org/10.1002/cepa.682 .

Abolmasov, Biljana, Marjanović, Miloš, Milenković, Svetozar, Pejić, Marko, Berisavljević, Zoran, "Rockfall simulation on a rock slope along E75 road at km 890+725 to 891+093" in Proceedings of the 16th Danube-European Conference on Geotechnical Engineering-Geotechnical hazards and risks: Experiences and practices, Skopje, Republic of Macedonia, 1 (2018),
https://doi.org/https://doi.org/10.1002/cepa.682 . .

TY  - CONF
AU  - Dragović, Magdalena
AU  - Čučaković, Aleksandar
AU  - Pejić, Marko
AU  - Srećković, Milesa
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1619
AB  - Architectural overview of some historical building is certainly not complete without its proportional analyzes. This study is conducted by the proportion-as-ratio principles for analyzing sacred structures, hence highlighting geometry, both in the sense of geometric interplay of basic shapes (equilateral triangle and circle) and mathematical ratio expressed by formula such as 1:1, 1:2, 1:2 , 1:1.61 (the golden mean),1: 3 , 1: 5 , 1: 6 , 1: 7 , etc. Among thethree common types of proportional systems, applied in Serbian medieval architecture (square, triangular and golden section), triangular proportional system is specifically related to the so-called Raška style group. The guiding idea of the paper is to test three similar floor plan design patterns of the three exquisite medieval structures on unique proportioning system and 3D modeling of the interior space by parametric interpretation of each structural element of the whole (arch, vault, dome and apse). Parallel overview of the main churches of Studenica, Ţiča and Gradac contains 2D drawings (floor plans and vertical sections), along with proportional analyzes of their structural elements. Each of the three floor plan design patterns complies with I. Štambuk's proportional canon, additionally enriched with intriguing triangular scheme. 3D models are created as "empty space molds" of the church interior, by modeling each element of the structure in Autodesk Revit software.
PB  - Serbian Society for Geometry and graphics Faculty of Technical Sciences University of Novi sad, Belgrade ; Novi Sad
C3  - Book of abstracts / The 6th International Conference on Geometry and Graphics Mongeometrija 2018, June 6th-9th 2018 Novi Sad, Serbia
T1  - The language of proportions in the parametric frame: Exquisite Serbian medieval churches of Raška style group
EP  - 42
SP  - 42
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1619
ER  - 

@conference{
author = "Dragović, Magdalena and Čučaković, Aleksandar and Pejić, Marko and Srećković, Milesa",
year = "2018",
abstract = "Architectural overview of some historical building is certainly not complete without its proportional analyzes. This study is conducted by the proportion-as-ratio principles for analyzing sacred structures, hence highlighting geometry, both in the sense of geometric interplay of basic shapes (equilateral triangle and circle) and mathematical ratio expressed by formula such as 1:1, 1:2, 1:2 , 1:1.61 (the golden mean),1: 3 , 1: 5 , 1: 6 , 1: 7 , etc. Among thethree common types of proportional systems, applied in Serbian medieval architecture (square, triangular and golden section), triangular proportional system is specifically related to the so-called Raška style group. The guiding idea of the paper is to test three similar floor plan design patterns of the three exquisite medieval structures on unique proportioning system and 3D modeling of the interior space by parametric interpretation of each structural element of the whole (arch, vault, dome and apse). Parallel overview of the main churches of Studenica, Ţiča and Gradac contains 2D drawings (floor plans and vertical sections), along with proportional analyzes of their structural elements. Each of the three floor plan design patterns complies with I. Štambuk's proportional canon, additionally enriched with intriguing triangular scheme. 3D models are created as "empty space molds" of the church interior, by modeling each element of the structure in Autodesk Revit software.",
publisher = "Serbian Society for Geometry and graphics Faculty of Technical Sciences University of Novi sad, Belgrade ; Novi Sad",
journal = "Book of abstracts / The 6th International Conference on Geometry and Graphics Mongeometrija 2018, June 6th-9th 2018 Novi Sad, Serbia",
title = "The language of proportions in the parametric frame: Exquisite Serbian medieval churches of Raška style group",
pages = "42-42",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1619"
}

Dragović, M., Čučaković, A., Pejić, M.,& Srećković, M.. (2018). The language of proportions in the parametric frame: Exquisite Serbian medieval churches of Raška style group. in Book of abstracts / The 6th International Conference on Geometry and Graphics Mongeometrija 2018, June 6th-9th 2018 Novi Sad, Serbia
Serbian Society for Geometry and graphics Faculty of Technical Sciences University of Novi sad, Belgrade ; Novi Sad., 42-42.
https://hdl.handle.net/21.15107/rcub_grafar_1619

Dragović M, Čučaković A, Pejić M, Srećković M. The language of proportions in the parametric frame: Exquisite Serbian medieval churches of Raška style group. in Book of abstracts / The 6th International Conference on Geometry and Graphics Mongeometrija 2018, June 6th-9th 2018 Novi Sad, Serbia. 2018;:42-42.
https://hdl.handle.net/21.15107/rcub_grafar_1619 .

Dragović, Magdalena, Čučaković, Aleksandar, Pejić, Marko, Srećković, Milesa, "The language of proportions in the parametric frame: Exquisite Serbian medieval churches of Raška style group" in Book of abstracts / The 6th International Conference on Geometry and Graphics Mongeometrija 2018, June 6th-9th 2018 Novi Sad, Serbia (2018):42-42,
https://hdl.handle.net/21.15107/rcub_grafar_1619 .

TY  - CONF
AU  - Kovačević, Aleksander
AU  - Dragović, Magdalena
AU  - Pejić, Marko
AU  - Čučaković, Aleksandar
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3091
AB  - U okviru projekta namenjenog potrebama zaštite i očuvanja kulturne baštine, izvršeno je 3D lasersko skeniranje crkvenih objekata u okviru manastirskog kompleksa Studenica. Prikupljeni podaci i rezultati obrade će se koristiti kao baza za buduće rekonstrukcije i naučne analize, kao i u svrhe vizuelizacije ovog kulturnog blaga. Uključivanje i studenata Građevinskog fakulteta iz Beograda u ovaj projekat podiže svest o važnosti zaštite Srpske srednjevekovne kulturne baštine.
PB  - Slovenian Restorers Association
PB  - National Gallery of Slovenia (NG), Department of Conservation and Restoration
C3  - 18th Conservator - restorer's professional meeting, National gallery of Slovenia, Ljubljana, Slovenia
T1  - Potential of 3D laser scanning of church objects of Studenica monastery complex in preservation of cultural heritage
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3091
ER  - 

@conference{
author = "Kovačević, Aleksander and Dragović, Magdalena and Pejić, Marko and Čučaković, Aleksandar",
year = "2018",
abstract = "U okviru projekta namenjenog potrebama zaštite i očuvanja kulturne baštine, izvršeno je 3D lasersko skeniranje crkvenih objekata u okviru manastirskog kompleksa Studenica. Prikupljeni podaci i rezultati obrade će se koristiti kao baza za buduće rekonstrukcije i naučne analize, kao i u svrhe vizuelizacije ovog kulturnog blaga. Uključivanje i studenata Građevinskog fakulteta iz Beograda u ovaj projekat podiže svest o važnosti zaštite Srpske srednjevekovne kulturne baštine.",
publisher = "Slovenian Restorers Association, National Gallery of Slovenia (NG), Department of Conservation and Restoration",
journal = "18th Conservator - restorer's professional meeting, National gallery of Slovenia, Ljubljana, Slovenia",
title = "Potential of 3D laser scanning of church objects of Studenica monastery complex in preservation of cultural heritage",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3091"
}

Kovačević, A., Dragović, M., Pejić, M.,& Čučaković, A.. (2018). Potential of 3D laser scanning of church objects of Studenica monastery complex in preservation of cultural heritage. in 18th Conservator - restorer's professional meeting, National gallery of Slovenia, Ljubljana, Slovenia
Slovenian Restorers Association..
https://hdl.handle.net/21.15107/rcub_grafar_3091

Kovačević A, Dragović M, Pejić M, Čučaković A. Potential of 3D laser scanning of church objects of Studenica monastery complex in preservation of cultural heritage. in 18th Conservator - restorer's professional meeting, National gallery of Slovenia, Ljubljana, Slovenia. 2018;.
https://hdl.handle.net/21.15107/rcub_grafar_3091 .

Kovačević, Aleksander, Dragović, Magdalena, Pejić, Marko, Čučaković, Aleksandar, "Potential of 3D laser scanning of church objects of Studenica monastery complex in preservation of cultural heritage" in 18th Conservator - restorer's professional meeting, National gallery of Slovenia, Ljubljana, Slovenia (2018),
https://hdl.handle.net/21.15107/rcub_grafar_3091 .

TY  - CONF
AU  - Čučaković, Aleksandar
AU  - Pejić, Marko
AU  - Dragović, Magdalena
AU  - Stević, Zoran
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3088
AB  - Contemporary trend in reverse engineering in the area of architecture, civil engineering and survey
assumes application of contemporary software tools and measuring devices, where the result –
„state of the art“ of a cultural heritage monument and its terrain surroundings is a point cloud in
referenced 3D coordinate system. Terrestrial laser scanning (TLS), as the measuring method, gives accurate data on an object/terrain, available for further processing (according to professional
needs) and analysis. Contemporary software solutions for point cloud data processing enable
results for the purposes of accurate 2D technical documentation, creation of 3D realistic mesh
models, presentations, animations and other deliverables in overall research processes. This paper presents the results of architectural-geometric analysis of the Kings’ church exterior in Studenica monastery, based on point cloud data provided by TLS at the site during 2017 and partly on existing technical documentation. Kings’ church (originally dedicated to Ss. Ioachim and Anna) is legacy of the king Milutin ( the end of 13th / beginning of 14th c), very modest in dimensions,
almost square shaped in its layout. Its architectural structure is composed as compressed inscribed cross. It belongs to a group of one nave domed churches built by the principles of Byzantine architectural style.
The paper presents 2D projections (cross-sections and characteristic facades) of the church obtained from point cloud results, along with its proportional analysis.
PB  - Central Institute for Conservation, Belgrade
PB  - Association for Ethics and Evaluation in Culture and Science, Belgrade
C3  - Proceedings of the 1st Int. Conf. Trends in Heritology - Industrial and intangible heritage
T1  - Contemporary trend in documentation and analysis of cultural heritage objects
SP  - 159
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3088
ER  - 

@conference{
author = "Čučaković, Aleksandar and Pejić, Marko and Dragović, Magdalena and Stević, Zoran",
year = "2018",
abstract = "Contemporary trend in reverse engineering in the area of architecture, civil engineering and survey
assumes application of contemporary software tools and measuring devices, where the result –
„state of the art“ of a cultural heritage monument and its terrain surroundings is a point cloud in
referenced 3D coordinate system. Terrestrial laser scanning (TLS), as the measuring method, gives accurate data on an object/terrain, available for further processing (according to professional
needs) and analysis. Contemporary software solutions for point cloud data processing enable
results for the purposes of accurate 2D technical documentation, creation of 3D realistic mesh
models, presentations, animations and other deliverables in overall research processes. This paper presents the results of architectural-geometric analysis of the Kings’ church exterior in Studenica monastery, based on point cloud data provided by TLS at the site during 2017 and partly on existing technical documentation. Kings’ church (originally dedicated to Ss. Ioachim and Anna) is legacy of the king Milutin ( the end of 13th / beginning of 14th c), very modest in dimensions,
almost square shaped in its layout. Its architectural structure is composed as compressed inscribed cross. It belongs to a group of one nave domed churches built by the principles of Byzantine architectural style.
The paper presents 2D projections (cross-sections and characteristic facades) of the church obtained from point cloud results, along with its proportional analysis.",
publisher = "Central Institute for Conservation, Belgrade, Association for Ethics and Evaluation in Culture and Science, Belgrade",
journal = "Proceedings of the 1st Int. Conf. Trends in Heritology - Industrial and intangible heritage",
title = "Contemporary trend in documentation and analysis of cultural heritage objects",
pages = "159",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3088"
}

Čučaković, A., Pejić, M., Dragović, M.,& Stević, Z.. (2018). Contemporary trend in documentation and analysis of cultural heritage objects. in Proceedings of the 1st Int. Conf. Trends in Heritology - Industrial and intangible heritage
Central Institute for Conservation, Belgrade., 159.
https://hdl.handle.net/21.15107/rcub_grafar_3088

Čučaković A, Pejić M, Dragović M, Stević Z. Contemporary trend in documentation and analysis of cultural heritage objects. in Proceedings of the 1st Int. Conf. Trends in Heritology - Industrial and intangible heritage. 2018;:159.
https://hdl.handle.net/21.15107/rcub_grafar_3088 .

Čučaković, Aleksandar, Pejić, Marko, Dragović, Magdalena, Stević, Zoran, "Contemporary trend in documentation and analysis of cultural heritage objects" in Proceedings of the 1st Int. Conf. Trends in Heritology - Industrial and intangible heritage (2018):159,
https://hdl.handle.net/21.15107/rcub_grafar_3088 .

TY  - CONF
AU  - Đurić, Uroš
AU  - Abolmasov, Biljana
AU  - Marjanović, M.
AU  - Samardžić-Petrović, Mileva
AU  - Pejić, Marko
AU  - Brodić, Nenad
AU  - Popović, Jovan
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1615
AB  - This paper presents a brief working progress report on realization of the IPL project 181 “Study of slow moving landslide Umka near Belgrade, Serbia”. In this paper we will present results of the project targets performed by Project participants during 2017 and 2018, with plans for future project realization.
PB  - The International Consortium on Landslides (ICL), Kyoto
C3  - 2018 IPL Symposium on landslides, 03 December 2018, Kyoto University, Uji campus, Kyoto, Japan
T1  - IPL Project 181 Study of slow moving landslide Umka near Belgrade, Serbia progress report for 2017 & 2018
EP  - 46
SP  - 41
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1615
ER  - 

@conference{
author = "Đurić, Uroš and Abolmasov, Biljana and Marjanović, M. and Samardžić-Petrović, Mileva and Pejić, Marko and Brodić, Nenad and Popović, Jovan",
year = "2018",
abstract = "This paper presents a brief working progress report on realization of the IPL project 181 “Study of slow moving landslide Umka near Belgrade, Serbia”. In this paper we will present results of the project targets performed by Project participants during 2017 and 2018, with plans for future project realization.",
publisher = "The International Consortium on Landslides (ICL), Kyoto",
journal = "2018 IPL Symposium on landslides, 03 December 2018, Kyoto University, Uji campus, Kyoto, Japan",
title = "IPL Project 181 Study of slow moving landslide Umka near Belgrade, Serbia progress report for 2017 & 2018",
pages = "46-41",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1615"
}

Đurić, U., Abolmasov, B., Marjanović, M., Samardžić-Petrović, M., Pejić, M., Brodić, N.,& Popović, J.. (2018). IPL Project 181 Study of slow moving landslide Umka near Belgrade, Serbia progress report for 2017 & 2018. in 2018 IPL Symposium on landslides, 03 December 2018, Kyoto University, Uji campus, Kyoto, Japan
The International Consortium on Landslides (ICL), Kyoto., 41-46.
https://hdl.handle.net/21.15107/rcub_grafar_1615

Đurić U, Abolmasov B, Marjanović M, Samardžić-Petrović M, Pejić M, Brodić N, Popović J. IPL Project 181 Study of slow moving landslide Umka near Belgrade, Serbia progress report for 2017 & 2018. in 2018 IPL Symposium on landslides, 03 December 2018, Kyoto University, Uji campus, Kyoto, Japan. 2018;:41-46.
https://hdl.handle.net/21.15107/rcub_grafar_1615 .

Đurić, Uroš, Abolmasov, Biljana, Marjanović, M., Samardžić-Petrović, Mileva, Pejić, Marko, Brodić, Nenad, Popović, Jovan, "IPL Project 181 Study of slow moving landslide Umka near Belgrade, Serbia progress report for 2017 & 2018" in 2018 IPL Symposium on landslides, 03 December 2018, Kyoto University, Uji campus, Kyoto, Japan (2018):41-46,
https://hdl.handle.net/21.15107/rcub_grafar_1615 .

TY  - CONF
AU  - Marjanović, M.
AU  - Pejić, Marko
AU  - Krušić, Jelka
AU  - Abolmasov, Biljana
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/912
AB  - This research addresses a rockslope on the motorway No. 228, labeled as a 2A category road, according to the official road authority—Public Enterprise Roads of Serbia, which links Prolom Banja with a higher-category road network. Prolom Banja is an uprising touristic destination, famous for its spa and wellness resort, which shows an increasing trend of visits (over 10k tourists per month in the peak-season). As the road 228 is the only link to the resort, there is a raising concern about the road safety for about 650 vehicles per day (on average) along its many critical road cuts. One such rockslope (Lat 43.039850, Lon 21.380114) in weathered, jointed andesite is exampled in this research, using both terrestrial and airborne systems for reconstructing surface point-clouds, as well as the abovementioned index field and lab tests. These allowed quantifications of the rock joint sets and their kinematic stability, joint spacing, blocks volumes, and finally, profiling the critical blocks for potential rockfall development. It is planned to annually monitor the pilot site in the future, so that all changes, i.e. detached blocks and fragments will be identified.
PB  - CRC Press/Balkema
C3  - Geomechanics and Geodynamics of Rock Masses - Selected Papers from the 2018 European Rock Mechanics
T1  - Jointed rock mass characterization using field and point-cloud data
EP  - 236
SP  - 231
UR  - https://hdl.handle.net/21.15107/rcub_grafar_912
ER  - 

@conference{
author = "Marjanović, M. and Pejić, Marko and Krušić, Jelka and Abolmasov, Biljana",
year = "2018",
abstract = "This research addresses a rockslope on the motorway No. 228, labeled as a 2A category road, according to the official road authority—Public Enterprise Roads of Serbia, which links Prolom Banja with a higher-category road network. Prolom Banja is an uprising touristic destination, famous for its spa and wellness resort, which shows an increasing trend of visits (over 10k tourists per month in the peak-season). As the road 228 is the only link to the resort, there is a raising concern about the road safety for about 650 vehicles per day (on average) along its many critical road cuts. One such rockslope (Lat 43.039850, Lon 21.380114) in weathered, jointed andesite is exampled in this research, using both terrestrial and airborne systems for reconstructing surface point-clouds, as well as the abovementioned index field and lab tests. These allowed quantifications of the rock joint sets and their kinematic stability, joint spacing, blocks volumes, and finally, profiling the critical blocks for potential rockfall development. It is planned to annually monitor the pilot site in the future, so that all changes, i.e. detached blocks and fragments will be identified.",
publisher = "CRC Press/Balkema",
journal = "Geomechanics and Geodynamics of Rock Masses - Selected Papers from the 2018 European Rock Mechanics",
title = "Jointed rock mass characterization using field and point-cloud data",
pages = "236-231",
url = "https://hdl.handle.net/21.15107/rcub_grafar_912"
}

Marjanović, M., Pejić, M., Krušić, J.,& Abolmasov, B.. (2018). Jointed rock mass characterization using field and point-cloud data. in Geomechanics and Geodynamics of Rock Masses - Selected Papers from the 2018 European Rock Mechanics
CRC Press/Balkema., 231-236.
https://hdl.handle.net/21.15107/rcub_grafar_912

Marjanović M, Pejić M, Krušić J, Abolmasov B. Jointed rock mass characterization using field and point-cloud data. in Geomechanics and Geodynamics of Rock Masses - Selected Papers from the 2018 European Rock Mechanics. 2018;:231-236.
https://hdl.handle.net/21.15107/rcub_grafar_912 .

Marjanović, M., Pejić, Marko, Krušić, Jelka, Abolmasov, Biljana, "Jointed rock mass characterization using field and point-cloud data" in Geomechanics and Geodynamics of Rock Masses - Selected Papers from the 2018 European Rock Mechanics (2018):231-236,
https://hdl.handle.net/21.15107/rcub_grafar_912 .

TY  - CONF
AU  - Marjanović, M.
AU  - Pejić, Marko
AU  - Krušić, Jelka
AU  - Abolmasov, Biljana
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/907
AB  - This research addresses a rockslope on the motorway No. 228, labeled as a 2A category road, according to the official road authority—Public Enterprise Roads of Serbia, which links Prolom Banja with a higher-category road network. Prolom Banja is an uprising touristic destination, famous for its spa and wellness resort, which shows an increasing trend of visits (over 10k tourists per month in the peak-season). As the road 228 is the only link to the resort, there is a raising concern about the road safety for about 650 vehicles per day (on average) along its many critical road cuts. One such rockslope (Lat 43.039850, Lon 21.380114) in weathered, jointed andesite is exampled in this research, using both terrestrial and airborne systems for reconstructing surface point-clouds, as well as the abovementioned index field and lab tests. These allowed quantifications of the rock joint sets and their kinematic stability, joint spacing, blocks volumes, and finally, profiling the critical blocks for potential rockfall development. It is planned to annually monitor the pilot site in the future, so that all changes, i.e. detached blocks and fragments will be identified.
PB  - CRC Press/Balkema
C3  - Geomechanics and Geodynamics of Rock Masses
T1  - Jointed rock mass characterization using field and point-cloud data
EP  - 324
SP  - 319
VL  - 1
UR  - https://hdl.handle.net/21.15107/rcub_grafar_907
ER  - 

@conference{
author = "Marjanović, M. and Pejić, Marko and Krušić, Jelka and Abolmasov, Biljana",
year = "2018",
abstract = "This research addresses a rockslope on the motorway No. 228, labeled as a 2A category road, according to the official road authority—Public Enterprise Roads of Serbia, which links Prolom Banja with a higher-category road network. Prolom Banja is an uprising touristic destination, famous for its spa and wellness resort, which shows an increasing trend of visits (over 10k tourists per month in the peak-season). As the road 228 is the only link to the resort, there is a raising concern about the road safety for about 650 vehicles per day (on average) along its many critical road cuts. One such rockslope (Lat 43.039850, Lon 21.380114) in weathered, jointed andesite is exampled in this research, using both terrestrial and airborne systems for reconstructing surface point-clouds, as well as the abovementioned index field and lab tests. These allowed quantifications of the rock joint sets and their kinematic stability, joint spacing, blocks volumes, and finally, profiling the critical blocks for potential rockfall development. It is planned to annually monitor the pilot site in the future, so that all changes, i.e. detached blocks and fragments will be identified.",
publisher = "CRC Press/Balkema",
journal = "Geomechanics and Geodynamics of Rock Masses",
title = "Jointed rock mass characterization using field and point-cloud data",
pages = "324-319",
volume = "1",
url = "https://hdl.handle.net/21.15107/rcub_grafar_907"
}

Marjanović, M., Pejić, M., Krušić, J.,& Abolmasov, B.. (2018). Jointed rock mass characterization using field and point-cloud data. in Geomechanics and Geodynamics of Rock Masses
CRC Press/Balkema., 1, 319-324.
https://hdl.handle.net/21.15107/rcub_grafar_907

Marjanović M, Pejić M, Krušić J, Abolmasov B. Jointed rock mass characterization using field and point-cloud data. in Geomechanics and Geodynamics of Rock Masses. 2018;1:319-324.
https://hdl.handle.net/21.15107/rcub_grafar_907 .

Marjanović, M., Pejić, Marko, Krušić, Jelka, Abolmasov, Biljana, "Jointed rock mass characterization using field and point-cloud data" in Geomechanics and Geodynamics of Rock Masses, 1 (2018):319-324,
https://hdl.handle.net/21.15107/rcub_grafar_907 .

TY  - CONF
AU  - Abolmasov, Biljana
AU  - Pejić, Marko
AU  - Samardžić-Petrović, Mileva
AU  - Đurić, Uroš
AU  - Milenković, S.
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1589
PB  - Geological Survey of Slovenia, Ljubljana
C3  - Advances in Landslide Research: Proceedings of the 3rd Regional Symposium on Landslides in the Adriatic Balkan Region, 11-13 October 2017, Ljubljana, Slovenia
T1  - Automated GNSS monitoring of Umka landslide review of seven years experience and results
EP  - 71
SP  - 65
DO  - 10.5474/9789616498593
ER  - 

@conference{
author = "Abolmasov, Biljana and Pejić, Marko and Samardžić-Petrović, Mileva and Đurić, Uroš and Milenković, S.",
year = "2018",
publisher = "Geological Survey of Slovenia, Ljubljana",
journal = "Advances in Landslide Research: Proceedings of the 3rd Regional Symposium on Landslides in the Adriatic Balkan Region, 11-13 October 2017, Ljubljana, Slovenia",
title = "Automated GNSS monitoring of Umka landslide review of seven years experience and results",
pages = "71-65",
doi = "10.5474/9789616498593"
}

Abolmasov, B., Pejić, M., Samardžić-Petrović, M., Đurić, U.,& Milenković, S.. (2018). Automated GNSS monitoring of Umka landslide review of seven years experience and results. in Advances in Landslide Research: Proceedings of the 3rd Regional Symposium on Landslides in the Adriatic Balkan Region, 11-13 October 2017, Ljubljana, Slovenia
Geological Survey of Slovenia, Ljubljana., 65-71.
https://doi.org/10.5474/9789616498593

Abolmasov B, Pejić M, Samardžić-Petrović M, Đurić U, Milenković S. Automated GNSS monitoring of Umka landslide review of seven years experience and results. in Advances in Landslide Research: Proceedings of the 3rd Regional Symposium on Landslides in the Adriatic Balkan Region, 11-13 October 2017, Ljubljana, Slovenia. 2018;:65-71.
doi:10.5474/9789616498593 .

Abolmasov, Biljana, Pejić, Marko, Samardžić-Petrović, Mileva, Đurić, Uroš, Milenković, S., "Automated GNSS monitoring of Umka landslide review of seven years experience and results" in Advances in Landslide Research: Proceedings of the 3rd Regional Symposium on Landslides in the Adriatic Balkan Region, 11-13 October 2017, Ljubljana, Slovenia (2018):65-71,
https://doi.org/10.5474/9789616498593 . .

TY  - CONF
AU  - Abolmasov, Biljana
AU  - Marjanović, Miloš
AU  - Milenković, Svetozar
AU  - Đurić, Uroš
AU  - Jelisavac, Branko
AU  - Pejić, Marko
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/884
AB  - The IPL project No 181 titled "Study of slow moving landslide Umka near Belgrade" started in November 2012. The study area is located on the right bank of Sava River, 25 km south west of Belgrade, Serbia. The basic objective of the Project was to enable the analysis, correlation and synthesis of data obtained from various phases of investigation of Umka landslide after 35 years of research. Apart from this, the analysis of data from monitoring conducted during certain phases of research was compared with data from automated GNSS monitoring over the last six years, although during numerous investigations various research methods were used for research and monitoring. The project was focused on: analysis of previous detail site investigations and field instrumentation from 1990-2005, analysis of aerial photos and orthophoto images from 1957-2010, analysis of automated GNSS monitoring results from 2010 to end of the Project and analysis of precipitation and levels of the Sava River. Project beneficiaries are local community and local and regional authorities. In this paper we will present results of the proposed project targets performed by Project participants.
C3  - Advancing Culture of Living With Landslides, Vol 1: Isdr-Icl Sendai Partnerships 2015-2025
T1  - Study of Slow Moving Landslide Umka Near Belgrade, Serbia (IPL-181)
EP  - 427
SP  - 419
DO  - 10.1007/978-3-319-59469-9_37
ER  - 

@conference{
author = "Abolmasov, Biljana and Marjanović, Miloš and Milenković, Svetozar and Đurić, Uroš and Jelisavac, Branko and Pejić, Marko",
year = "2017",
abstract = "The IPL project No 181 titled "Study of slow moving landslide Umka near Belgrade" started in November 2012. The study area is located on the right bank of Sava River, 25 km south west of Belgrade, Serbia. The basic objective of the Project was to enable the analysis, correlation and synthesis of data obtained from various phases of investigation of Umka landslide after 35 years of research. Apart from this, the analysis of data from monitoring conducted during certain phases of research was compared with data from automated GNSS monitoring over the last six years, although during numerous investigations various research methods were used for research and monitoring. The project was focused on: analysis of previous detail site investigations and field instrumentation from 1990-2005, analysis of aerial photos and orthophoto images from 1957-2010, analysis of automated GNSS monitoring results from 2010 to end of the Project and analysis of precipitation and levels of the Sava River. Project beneficiaries are local community and local and regional authorities. In this paper we will present results of the proposed project targets performed by Project participants.",
journal = "Advancing Culture of Living With Landslides, Vol 1: Isdr-Icl Sendai Partnerships 2015-2025",
title = "Study of Slow Moving Landslide Umka Near Belgrade, Serbia (IPL-181)",
pages = "427-419",
doi = "10.1007/978-3-319-59469-9_37"
}

Abolmasov, B., Marjanović, M., Milenković, S., Đurić, U., Jelisavac, B.,& Pejić, M.. (2017). Study of Slow Moving Landslide Umka Near Belgrade, Serbia (IPL-181). in Advancing Culture of Living With Landslides, Vol 1: Isdr-Icl Sendai Partnerships 2015-2025, 419-427.
https://doi.org/10.1007/978-3-319-59469-9_37

Abolmasov B, Marjanović M, Milenković S, Đurić U, Jelisavac B, Pejić M. Study of Slow Moving Landslide Umka Near Belgrade, Serbia (IPL-181). in Advancing Culture of Living With Landslides, Vol 1: Isdr-Icl Sendai Partnerships 2015-2025. 2017;:419-427.
doi:10.1007/978-3-319-59469-9_37 .

Abolmasov, Biljana, Marjanović, Miloš, Milenković, Svetozar, Đurić, Uroš, Jelisavac, Branko, Pejić, Marko, "Study of Slow Moving Landslide Umka Near Belgrade, Serbia (IPL-181)" in Advancing Culture of Living With Landslides, Vol 1: Isdr-Icl Sendai Partnerships 2015-2025 (2017):419-427,
https://doi.org/10.1007/978-3-319-59469-9_37 . .

TY  - JOUR
AU  - Pejić, Petar
AU  - Krasić, Sonja
AU  - Krstić, Hristina
AU  - Dragović, Magdalena
AU  - Akbiyik, Yagiz
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/854
AB  - Three dimensional virtual modelling of existing objects (buildings or structures) is applicable in various fields of science and practice: architecture, civil engineering, urbanism, geology, mechanical engineering, video games and movie industry, medicine, archeology, safety of people and goods, etc. Photogrammetry, as a method of obtaining data of three-dimensional spatial structures based on two-dimensional images, is used, thanks to a number of software packages, for creating 3D models of objects and other spatial structures. This study analyses terrestrial semiautomatic and automatic photogrammetric methods, both presented through process of creating 3D model of an old existing historical building - Barutana (military gun powder warehouse), built in Ottoman empire, located in the fortress of the city of Nis in Serbia. The aim of the paper is comparison of two photogrammetric methods - semiautomatic and automatic in accuracy and efficiency through case study of Barutana.
PB  - Strojarski Facultet
T2  - Tehnički vjesnik / Technical Gazette
T1  - 3d virtual modelling of existing objects by terrestrial photogrammetric methods - case study of Barutana
EP  - 239
SP  - 233
VL  - 24
DO  - 10.17559/TV-20141018155354
ER  - 

@article{
author = "Pejić, Petar and Krasić, Sonja and Krstić, Hristina and Dragović, Magdalena and Akbiyik, Yagiz",
year = "2017",
abstract = "Three dimensional virtual modelling of existing objects (buildings or structures) is applicable in various fields of science and practice: architecture, civil engineering, urbanism, geology, mechanical engineering, video games and movie industry, medicine, archeology, safety of people and goods, etc. Photogrammetry, as a method of obtaining data of three-dimensional spatial structures based on two-dimensional images, is used, thanks to a number of software packages, for creating 3D models of objects and other spatial structures. This study analyses terrestrial semiautomatic and automatic photogrammetric methods, both presented through process of creating 3D model of an old existing historical building - Barutana (military gun powder warehouse), built in Ottoman empire, located in the fortress of the city of Nis in Serbia. The aim of the paper is comparison of two photogrammetric methods - semiautomatic and automatic in accuracy and efficiency through case study of Barutana.",
publisher = "Strojarski Facultet",
journal = "Tehnički vjesnik / Technical Gazette",
title = "3d virtual modelling of existing objects by terrestrial photogrammetric methods - case study of Barutana",
pages = "239-233",
volume = "24",
doi = "10.17559/TV-20141018155354"
}

Pejić, P., Krasić, S., Krstić, H., Dragović, M.,& Akbiyik, Y.. (2017). 3d virtual modelling of existing objects by terrestrial photogrammetric methods - case study of Barutana. in Tehnički vjesnik / Technical Gazette
Strojarski Facultet., 24, 233-239.
https://doi.org/10.17559/TV-20141018155354

Pejić P, Krasić S, Krstić H, Dragović M, Akbiyik Y. 3d virtual modelling of existing objects by terrestrial photogrammetric methods - case study of Barutana. in Tehnički vjesnik / Technical Gazette. 2017;24:233-239.
doi:10.17559/TV-20141018155354 .

Pejić, Petar, Krasić, Sonja, Krstić, Hristina, Dragović, Magdalena, Akbiyik, Yagiz, "3d virtual modelling of existing objects by terrestrial photogrammetric methods - case study of Barutana" in Tehnički vjesnik / Technical Gazette, 24 (2017):233-239,
https://doi.org/10.17559/TV-20141018155354 . .

TY  - CONF
AU  - Erić, Verica
AU  - Božić, Branko
AU  - Pejić, Marko
AU  - Abolmasov, Biljana
AU  - Pandžić, Jelena
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1540
PB  - University of Belgrade, Faculty of Mining and Geology, Belgrade
C3  - Procedings / 2nd Regional Symposium on Landslides in the Adriatic-Balkan Region : 2nd ReSyLAB 2015
T1  - Permanent geodetic monitoring of the Umka Landslide using GNSS techonology and GeoMoss system
EP  - 48
SP  - 43
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1540
ER  - 

@conference{
author = "Erić, Verica and Božić, Branko and Pejić, Marko and Abolmasov, Biljana and Pandžić, Jelena",
year = "2017",
publisher = "University of Belgrade, Faculty of Mining and Geology, Belgrade",
journal = "Procedings / 2nd Regional Symposium on Landslides in the Adriatic-Balkan Region : 2nd ReSyLAB 2015",
title = "Permanent geodetic monitoring of the Umka Landslide using GNSS techonology and GeoMoss system",
pages = "48-43",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1540"
}

Erić, V., Božić, B., Pejić, M., Abolmasov, B.,& Pandžić, J.. (2017). Permanent geodetic monitoring of the Umka Landslide using GNSS techonology and GeoMoss system. in Procedings / 2nd Regional Symposium on Landslides in the Adriatic-Balkan Region : 2nd ReSyLAB 2015
University of Belgrade, Faculty of Mining and Geology, Belgrade., 43-48.
https://hdl.handle.net/21.15107/rcub_grafar_1540

Erić V, Božić B, Pejić M, Abolmasov B, Pandžić J. Permanent geodetic monitoring of the Umka Landslide using GNSS techonology and GeoMoss system. in Procedings / 2nd Regional Symposium on Landslides in the Adriatic-Balkan Region : 2nd ReSyLAB 2015. 2017;:43-48.
https://hdl.handle.net/21.15107/rcub_grafar_1540 .

Erić, Verica, Božić, Branko, Pejić, Marko, Abolmasov, Biljana, Pandžić, Jelena, "Permanent geodetic monitoring of the Umka Landslide using GNSS techonology and GeoMoss system" in Procedings / 2nd Regional Symposium on Landslides in the Adriatic-Balkan Region : 2nd ReSyLAB 2015 (2017):43-48,
https://hdl.handle.net/21.15107/rcub_grafar_1540 .