TY  - RPRT
AU  - Božić, Branko
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/3078
T2  - Erazmus GEOBIZ project
T1  - How to implement PBL into a learning process
UR  - https://hdl.handle.net/21.15107/rcub_grafar_3078
ER  - 

@techreport{
author = "Božić, Branko",
year = "2022",
journal = "Erazmus GEOBIZ project",
title = "How to implement PBL into a learning process",
url = "https://hdl.handle.net/21.15107/rcub_grafar_3078"
}

Božić, B.. (2022). How to implement PBL into a learning process. in Erazmus GEOBIZ project.
https://hdl.handle.net/21.15107/rcub_grafar_3078

Božić B. How to implement PBL into a learning process. in Erazmus GEOBIZ project. 2022;.
https://hdl.handle.net/21.15107/rcub_grafar_3078 .

Božić, Branko, "How to implement PBL into a learning process" in Erazmus GEOBIZ project (2022),
https://hdl.handle.net/21.15107/rcub_grafar_3078 .

TY  - JOUR
AU  - Božić, Branko
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2100
AB  - Rad se bavi zakonskim utemeljenjem uloge geodetske delatnosti u oblasti građevinskog inženjerstva u Republici Srbiji. Ukazuje se na permanentno umanjenje uloge geodetske struke u praksi što može dovesti do ozbiljnih posledica i značajne materijalne štete po društvo i pojedinca. I dok se prema ranijim propisima ništa nije moglo izgraditi i staviti u funkciju bez kontrole stabilnosti tla i objekta ili geometrije objekta od strane geodetske struke, novodonetim propisima se ta obaveza često zaobilazi, oslanjajući se na procenu izvođača ili vizuelnu kontrolu, preskačući fazu bez koje se značajniji građevinski radovi nekada nisu mogli ni zamisliti, a kamoli izdati upotrebna dozvola. Pretpostavka je da motiv za ovakvo stanje leži u sveprisutnoj potrebi za ubrzanjem tehnoloških postupaka gradnje s ciljem dostizanja nerealnih rokova i stvaranjem predstave o većoj efikasnosti rada, suprotno kvalitetu i bezbednosti gradnje.
PB  - Savez inzenjera i tehnicara Srbije
T2  - Tehnika
T1  - Značaj geodetskog inženjerstva u inženjersko-tehničkim oblastima
EP  - 294
IS  - 3
SP  - 289
VL  - 75
DO  - 10.5937/tehnika2003289B
ER  - 

@article{
author = "Božić, Branko",
year = "2020",
abstract = "Rad se bavi zakonskim utemeljenjem uloge geodetske delatnosti u oblasti građevinskog inženjerstva u Republici Srbiji. Ukazuje se na permanentno umanjenje uloge geodetske struke u praksi što može dovesti do ozbiljnih posledica i značajne materijalne štete po društvo i pojedinca. I dok se prema ranijim propisima ništa nije moglo izgraditi i staviti u funkciju bez kontrole stabilnosti tla i objekta ili geometrije objekta od strane geodetske struke, novodonetim propisima se ta obaveza često zaobilazi, oslanjajući se na procenu izvođača ili vizuelnu kontrolu, preskačući fazu bez koje se značajniji građevinski radovi nekada nisu mogli ni zamisliti, a kamoli izdati upotrebna dozvola. Pretpostavka je da motiv za ovakvo stanje leži u sveprisutnoj potrebi za ubrzanjem tehnoloških postupaka gradnje s ciljem dostizanja nerealnih rokova i stvaranjem predstave o većoj efikasnosti rada, suprotno kvalitetu i bezbednosti gradnje.",
publisher = "Savez inzenjera i tehnicara Srbije",
journal = "Tehnika",
title = "Značaj geodetskog inženjerstva u inženjersko-tehničkim oblastima",
pages = "294-289",
number = "3",
volume = "75",
doi = "10.5937/tehnika2003289B"
}

Božić, B.. (2020). Značaj geodetskog inženjerstva u inženjersko-tehničkim oblastima. in Tehnika
Savez inzenjera i tehnicara Srbije., 75(3), 289-294.
https://doi.org/10.5937/tehnika2003289B

Božić B. Značaj geodetskog inženjerstva u inženjersko-tehničkim oblastima. in Tehnika. 2020;75(3):289-294.
doi:10.5937/tehnika2003289B .

Božić, Branko, "Značaj geodetskog inženjerstva u inženjersko-tehničkim oblastima" in Tehnika, 75, no. 3 (2020):289-294,
https://doi.org/10.5937/tehnika2003289B . .

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  - Božić, Branko
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2184
AB  - U deformacionoj analizi, zasnovanoj na geodetskim mjerenjima u različitim vremenskim periodima, nastali pomaci i deformacije izgrađenih objekata otkrivaju se i utvrđuju korišćenjem metoda deformacione (statističke) analize. U radu se daje pregled realizovanih mjerenja visinskih razlika u nultoj i prvoj epohi 1D osmatranja postrojenja za prečišćavanje otpadnih voda u gradu Bihaću. Podaci mjerenja se obrađuju u višenamjenskom programskom paketu „PANDA“. Projektovana 1D geodetska mrežа obezbijedila je pouzdanu osnovu za dobijanje relevantnih informаcija o vertikalnoj stаbilnosti objekta postrojenja za prečišćavanje otpadnih voda. Ocenjene vrijednosti deformacija ukazuju na značajna odstupanja delova objekta u vertikalnoj ravni.
C3  - Proceedeeng of the 7th International Conference “Civil Engineering – Science and Practice”,   GNP 2020, Kolašin, Montenegro
T1  - Geodetic deformation monitoring of the factory facility for waste water treatment
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2184
ER  - 

@conference{
author = "Božić, Branko",
year = "2020",
abstract = "U deformacionoj analizi, zasnovanoj na geodetskim mjerenjima u različitim vremenskim periodima, nastali pomaci i deformacije izgrađenih objekata otkrivaju se i utvrđuju korišćenjem metoda deformacione (statističke) analize. U radu se daje pregled realizovanih mjerenja visinskih razlika u nultoj i prvoj epohi 1D osmatranja postrojenja za prečišćavanje otpadnih voda u gradu Bihaću. Podaci mjerenja se obrađuju u višenamjenskom programskom paketu „PANDA“. Projektovana 1D geodetska mrežа obezbijedila je pouzdanu osnovu za dobijanje relevantnih informаcija o vertikalnoj stаbilnosti objekta postrojenja za prečišćavanje otpadnih voda. Ocenjene vrijednosti deformacija ukazuju na značajna odstupanja delova objekta u vertikalnoj ravni.",
journal = "Proceedeeng of the 7th International Conference “Civil Engineering – Science and Practice”,   GNP 2020, Kolašin, Montenegro",
title = "Geodetic deformation monitoring of the factory facility for waste water treatment",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2184"
}

Božić, B.. (2020). Geodetic deformation monitoring of the factory facility for waste water treatment. in Proceedeeng of the 7th International Conference “Civil Engineering – Science and Practice”,   GNP 2020, Kolašin, Montenegro.
https://hdl.handle.net/21.15107/rcub_grafar_2184

Božić B. Geodetic deformation monitoring of the factory facility for waste water treatment. in Proceedeeng of the 7th International Conference “Civil Engineering – Science and Practice”,   GNP 2020, Kolašin, Montenegro. 2020;.
https://hdl.handle.net/21.15107/rcub_grafar_2184 .

Božić, Branko, "Geodetic deformation monitoring of the factory facility for waste water treatment" in Proceedeeng of the 7th International Conference “Civil Engineering – Science and Practice”,   GNP 2020, Kolašin, Montenegro (2020),
https://hdl.handle.net/21.15107/rcub_grafar_2184 .

TY  - CONF
AU  - Božić, Branko
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2183
AB  - GNSS technology tracks the movements of the Earth’s crust and its deformation with high accuracy over shorter spatial and temporal periods. Time series of GNSS coordinates are commonly used for geophysical research and have proven to be useful in the research of the cycles of seismic deformations which relate to the whole seismic cycle. The seismic of the Earth’s crust could have a great impact on engineering infrastructure. They can damage the objects or cause disaster. GNSS could provide useful information on the deformation of the Earth’s crust, which contributes to a better understanding of the occurrence of surface stresses. Earthquake activity is closely related to the dynamics of large tectonic plates. In the article, GNSS time series analysis was used to estimate coseismic displacements with high accuracy and reliability. The GNSS data analysis was related to earthquakes around Durres from January 20th, 2014 to November 28th, 2019, recorded at four permanent GNSS-stations (Ohrid, Dubrovnik, Lecce and Matera). The studied area covers the territory under the influence of the Adriatic microplate which is one of the most important drivers of tectonic processes in the area. The research of interrelation between seismic activity and continuous GNSS measurement could be very useful for earthquake studies and provide good information for designers of engineering projects and maintenance of it.
PB  - Springer, Cham
C3  - Contributions to International Conferences on Engineering Surveying. Springer Proceedings in Earth and Environmental Sciences. Springer
T1  - GNSS Time Series as a Tool for Seismic Activity Analysis Related to Infrastructure Utilities
DO  - 10.1007/978-3-030-51953-7_21
ER  - 

@conference{
author = "Božić, Branko",
year = "2020",
abstract = "GNSS technology tracks the movements of the Earth’s crust and its deformation with high accuracy over shorter spatial and temporal periods. Time series of GNSS coordinates are commonly used for geophysical research and have proven to be useful in the research of the cycles of seismic deformations which relate to the whole seismic cycle. The seismic of the Earth’s crust could have a great impact on engineering infrastructure. They can damage the objects or cause disaster. GNSS could provide useful information on the deformation of the Earth’s crust, which contributes to a better understanding of the occurrence of surface stresses. Earthquake activity is closely related to the dynamics of large tectonic plates. In the article, GNSS time series analysis was used to estimate coseismic displacements with high accuracy and reliability. The GNSS data analysis was related to earthquakes around Durres from January 20th, 2014 to November 28th, 2019, recorded at four permanent GNSS-stations (Ohrid, Dubrovnik, Lecce and Matera). The studied area covers the territory under the influence of the Adriatic microplate which is one of the most important drivers of tectonic processes in the area. The research of interrelation between seismic activity and continuous GNSS measurement could be very useful for earthquake studies and provide good information for designers of engineering projects and maintenance of it.",
publisher = "Springer, Cham",
journal = "Contributions to International Conferences on Engineering Surveying. Springer Proceedings in Earth and Environmental Sciences. Springer",
title = "GNSS Time Series as a Tool for Seismic Activity Analysis Related to Infrastructure Utilities",
doi = "10.1007/978-3-030-51953-7_21"
}

Božić, B.. (2020). GNSS Time Series as a Tool for Seismic Activity Analysis Related to Infrastructure Utilities. in Contributions to International Conferences on Engineering Surveying. Springer Proceedings in Earth and Environmental Sciences. Springer
Springer, Cham..
https://doi.org/10.1007/978-3-030-51953-7_21

Božić B. GNSS Time Series as a Tool for Seismic Activity Analysis Related to Infrastructure Utilities. in Contributions to International Conferences on Engineering Surveying. Springer Proceedings in Earth and Environmental Sciences. Springer. 2020;.
doi:10.1007/978-3-030-51953-7_21 .

Božić, Branko, "GNSS Time Series as a Tool for Seismic Activity Analysis Related to Infrastructure Utilities" in Contributions to International Conferences on Engineering Surveying. Springer Proceedings in Earth and Environmental Sciences. Springer (2020),
https://doi.org/10.1007/978-3-030-51953-7_21 . .

TY  - CONF
AU  - Božić, Branko
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2101
AB  - The subject of this paper is the application of the PBL model in the teaching process of the first cycle of studies at the Faculty of Architecture, Civil Engineering and Geodesy. The meaning of the term PBL model and its basic characteristics as well as its historical development are described. The application of PBL to SP Geodesy and evaluation of its implementation on the example of a current subject are presented.
PB  - Arhitektonsko-Gradjevinsko-Geodetski fakultet Unverziteta u Banjojluci
C3  - Journal САВРЕМЕНА ТЕОРИЈА И ПРАКСА У ГРАДИТЕЉСТВУ
T1  - APPLICATION OF PBL MODEL ON STUDY PROGRAM OF GEODESY AT THE FACULTY OF ARCHITECTURE, CIVIL ENGINEERING AND GEODESY AT THE UNIVERSITY OF BANJALUKA
IS  - 1
VL  - 14
DO  - 10.7251/STP2014434T
ER  - 

@conference{
author = "Božić, Branko",
year = "2020",
abstract = "The subject of this paper is the application of the PBL model in the teaching process of the first cycle of studies at the Faculty of Architecture, Civil Engineering and Geodesy. The meaning of the term PBL model and its basic characteristics as well as its historical development are described. The application of PBL to SP Geodesy and evaluation of its implementation on the example of a current subject are presented.",
publisher = "Arhitektonsko-Gradjevinsko-Geodetski fakultet Unverziteta u Banjojluci",
journal = "Journal САВРЕМЕНА ТЕОРИЈА И ПРАКСА У ГРАДИТЕЉСТВУ",
title = "APPLICATION OF PBL MODEL ON STUDY PROGRAM OF GEODESY AT THE FACULTY OF ARCHITECTURE, CIVIL ENGINEERING AND GEODESY AT THE UNIVERSITY OF BANJALUKA",
number = "1",
volume = "14",
doi = "10.7251/STP2014434T"
}

Božić, B.. (2020). APPLICATION OF PBL MODEL ON STUDY PROGRAM OF GEODESY AT THE FACULTY OF ARCHITECTURE, CIVIL ENGINEERING AND GEODESY AT THE UNIVERSITY OF BANJALUKA. in Journal САВРЕМЕНА ТЕОРИЈА И ПРАКСА У ГРАДИТЕЉСТВУ
Arhitektonsko-Gradjevinsko-Geodetski fakultet Unverziteta u Banjojluci., 14(1).
https://doi.org/10.7251/STP2014434T

Božić B. APPLICATION OF PBL MODEL ON STUDY PROGRAM OF GEODESY AT THE FACULTY OF ARCHITECTURE, CIVIL ENGINEERING AND GEODESY AT THE UNIVERSITY OF BANJALUKA. in Journal САВРЕМЕНА ТЕОРИЈА И ПРАКСА У ГРАДИТЕЉСТВУ. 2020;14(1).
doi:10.7251/STP2014434T .

Božić, Branko, "APPLICATION OF PBL MODEL ON STUDY PROGRAM OF GEODESY AT THE FACULTY OF ARCHITECTURE, CIVIL ENGINEERING AND GEODESY AT THE UNIVERSITY OF BANJALUKA" in Journal САВРЕМЕНА ТЕОРИЈА И ПРАКСА У ГРАДИТЕЉСТВУ, 14, no. 1 (2020),
https://doi.org/10.7251/STP2014434T . .

TY  - JOUR
AU  - Božić, Branko
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2102
AB  - Time series data of GNSS point positioning are considerably used for the purpose of geophysical research. The velocity estimates and their uncertainties derive from time series data of GNSS point positioning affected by seasonal signals and the stochastic noise, contained in the series. Data cleaning of GNSS time series is a prerequisite for the noise characterization and analysing. In this article one point positioning of time series was analysed in four different periods during the five year interval. The noise characteristics were estimated for all periods. By applying Lomb-Scargle algorithm the comparable results were also provided. Lomb-Scargle algorithm used to estimate the spectral strength density of unequal sampled data is a typical tool for this kind of analysis. Spectral indices have been estimated before cleaning data and after removing linear, annual and semi-annual signals and outliers. The spectral indices estimated from time series data of GNSS point positioning were located in the area of fractional Gaussian noises, and stationary stochastic process was described for the whole research time period.
PB  - Strojarski fakultet u Slavonskom Brodu
T2  - Tehnički vjesnik
T1  - Absolute Time Series GNSS Point Positioning-Data Cleaning and Noise Characterization
EP  - 1236
IS  - 27
SP  - 1229
VL  - 4
DO  - 10.17559/TV-20190625140656
ER  - 

@article{
author = "Božić, Branko",
year = "2020",
abstract = "Time series data of GNSS point positioning are considerably used for the purpose of geophysical research. The velocity estimates and their uncertainties derive from time series data of GNSS point positioning affected by seasonal signals and the stochastic noise, contained in the series. Data cleaning of GNSS time series is a prerequisite for the noise characterization and analysing. In this article one point positioning of time series was analysed in four different periods during the five year interval. The noise characteristics were estimated for all periods. By applying Lomb-Scargle algorithm the comparable results were also provided. Lomb-Scargle algorithm used to estimate the spectral strength density of unequal sampled data is a typical tool for this kind of analysis. Spectral indices have been estimated before cleaning data and after removing linear, annual and semi-annual signals and outliers. The spectral indices estimated from time series data of GNSS point positioning were located in the area of fractional Gaussian noises, and stationary stochastic process was described for the whole research time period.",
publisher = "Strojarski fakultet u Slavonskom Brodu",
journal = "Tehnički vjesnik",
title = "Absolute Time Series GNSS Point Positioning-Data Cleaning and Noise Characterization",
pages = "1236-1229",
number = "27",
volume = "4",
doi = "10.17559/TV-20190625140656"
}

Božić, B.. (2020). Absolute Time Series GNSS Point Positioning-Data Cleaning and Noise Characterization. in Tehnički vjesnik
Strojarski fakultet u Slavonskom Brodu., 4(27), 1229-1236.
https://doi.org/10.17559/TV-20190625140656

Božić B. Absolute Time Series GNSS Point Positioning-Data Cleaning and Noise Characterization. in Tehnički vjesnik. 2020;4(27):1229-1236.
doi:10.17559/TV-20190625140656 .

Božić, Branko, "Absolute Time Series GNSS Point Positioning-Data Cleaning and Noise Characterization" in Tehnički vjesnik, 4, no. 27 (2020):1229-1236,
https://doi.org/10.17559/TV-20190625140656 . .

TY  - JOUR
AU  - Drobnjak, Siniša
AU  - Božić, Branko
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/922
AB  - The paper describes the results of the positional accuracy assessment of digital topographic maps at scale 1: 25 000 produced by the Serbian Military Geographic Institute (MGI). The test for the horizontal and vertical accuracy compliance of map sheets is done by comparing the planimetric and height coordinates of the ground points to the coordinates of the same points as determined by a check survey of higher accuracy. In this research STANAG 2215 standard was used and the methodology of its use is discussed in detail. The results of positional accuracy assessment for the digital topographic maps at scale 1:25 000 produced by the Military Geographic Institute have confirmed the highest level of accuracy defined by STANAG 2215 standard.
AB  - U radu se opisuju rezultati ocenjivanja položajne tačnosti digitalnih topografskih karata u razmeri 1:25 000, proizvedenih u Vojnogeografskom institutu (VGI) Republike Srbije. Testiranje horizontalne i vertikalne položajne tačnosti pojedinačnih listova karata urađeno je poređenjem planimetrijskih i visinskih koordinata test-tačaka sa korespondentnim tačkama veće tačnosti određenih terenskim premerom. U istaživanju je korišćen standard STANG 2215 i detaljno je opisana njegova metodologija. Rezultati ovog ocenjivanja potvrdili su najviši nivo tačnosti definisan standardom STANAG 2215.
PB  - Univerzitet odbrane u Beogradu - Institut za naučne informacije, Beograd
T2  - Vojnotehnički glasnik
T1  - Evaluation of positional accuracy of digital topographic maps at scale 1:25 000 (DTM25) on the basis of STANAG 2215 standard
T1  - Ocenka pozicionnoj točnosti na cifrovoj topografičeskoj karte masštaba 1:25 000 (TK25), razrabotannoj v sootvetstvii so standartom «STANAG 2215»
T1  - Ocenjivanje položajne tačnosti digitalne topografske karte u razmeri 1:25 000 (DTK25) na osnovu standarda STANAG 2215
EP  - 121
IS  - 1
SP  - 106
VL  - 66
DO  - 10.5937/vojtehg66-14394
ER  - 

@article{
author = "Drobnjak, Siniša and Božić, Branko",
year = "2018",
abstract = "The paper describes the results of the positional accuracy assessment of digital topographic maps at scale 1: 25 000 produced by the Serbian Military Geographic Institute (MGI). The test for the horizontal and vertical accuracy compliance of map sheets is done by comparing the planimetric and height coordinates of the ground points to the coordinates of the same points as determined by a check survey of higher accuracy. In this research STANAG 2215 standard was used and the methodology of its use is discussed in detail. The results of positional accuracy assessment for the digital topographic maps at scale 1:25 000 produced by the Military Geographic Institute have confirmed the highest level of accuracy defined by STANAG 2215 standard., U radu se opisuju rezultati ocenjivanja položajne tačnosti digitalnih topografskih karata u razmeri 1:25 000, proizvedenih u Vojnogeografskom institutu (VGI) Republike Srbije. Testiranje horizontalne i vertikalne položajne tačnosti pojedinačnih listova karata urađeno je poređenjem planimetrijskih i visinskih koordinata test-tačaka sa korespondentnim tačkama veće tačnosti određenih terenskim premerom. U istaživanju je korišćen standard STANG 2215 i detaljno je opisana njegova metodologija. Rezultati ovog ocenjivanja potvrdili su najviši nivo tačnosti definisan standardom STANAG 2215.",
publisher = "Univerzitet odbrane u Beogradu - Institut za naučne informacije, Beograd",
journal = "Vojnotehnički glasnik",
title = "Evaluation of positional accuracy of digital topographic maps at scale 1:25 000 (DTM25) on the basis of STANAG 2215 standard, Ocenka pozicionnoj točnosti na cifrovoj topografičeskoj karte masštaba 1:25 000 (TK25), razrabotannoj v sootvetstvii so standartom «STANAG 2215», Ocenjivanje položajne tačnosti digitalne topografske karte u razmeri 1:25 000 (DTK25) na osnovu standarda STANAG 2215",
pages = "121-106",
number = "1",
volume = "66",
doi = "10.5937/vojtehg66-14394"
}

Drobnjak, S.,& Božić, B.. (2018). Evaluation of positional accuracy of digital topographic maps at scale 1:25 000 (DTM25) on the basis of STANAG 2215 standard. in Vojnotehnički glasnik
Univerzitet odbrane u Beogradu - Institut za naučne informacije, Beograd., 66(1), 106-121.
https://doi.org/10.5937/vojtehg66-14394

Drobnjak S, Božić B. Evaluation of positional accuracy of digital topographic maps at scale 1:25 000 (DTM25) on the basis of STANAG 2215 standard. in Vojnotehnički glasnik. 2018;66(1):106-121.
doi:10.5937/vojtehg66-14394 .

Drobnjak, Siniša, Božić, Branko, "Evaluation of positional accuracy of digital topographic maps at scale 1:25 000 (DTM25) on the basis of STANAG 2215 standard" in Vojnotehnički glasnik, 66, no. 1 (2018):106-121,
https://doi.org/10.5937/vojtehg66-14394 . .

TY  - JOUR
AU  - Popović, Jovan
AU  - Aleksić, Ivan R.
AU  - Božić, Branko
AU  - Milovanović, Branko
AU  - Todorović-Drakul, Miljana
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/841
AB  - The paper presents the adaptation (fitting) of a set of points, with an estimated two-dimensional positions, to the straight line model of the by the application of the Weighted Total Least Squares, WTLS. The traditional method to solve this problem by using an iterative algorithm of the conditional adjustment with the parameters (Gauss-Helmert's model) is also shown. In the example of testing the straightness of the rail of the crane, a comparison of the efficiency of the two algorithms is performed by means of result of parameter estimation and to the number of required iterations to final solution.
AB  - U radu je prikazano adaptiranje (fitovanje) skupa tačaka, sa ocenjenim dvodimenzionalnim pozicijama, na model prave linije primenom težinskog potpunog metoda najmanjih kvadrata (Weighted Total Least Squares, WTLS). Prikazan je takođe i tradicionalni postupak rešavanja ovog problema primenom iterativnog algoritma uslovnog izravnanja sa parametrima, odnosno Gauss-Helmertovog modela. Na primeru testiranja pravosti kranske šine, izvršeno je upoređivanje efikasnosti ova dva algoritma u pogledu rezultata ocenjivanja parametara izravnavajuće prave i brzine konvergencije ka finalnom rešenju.
PB  - Savez inženjera i tehničara Srbije, Beograd
T2  - Tehnika
T1  - Testing straightness of line objects using total least squares
T1  - Testiranje pravosti linijskih objekata primenom potpunog metoda najmanjih kvadrata
EP  - 191
IS  - 2
SP  - 187
VL  - 72
DO  - 10.5937/tehnika1702187P
ER  - 

@article{
author = "Popović, Jovan and Aleksić, Ivan R. and Božić, Branko and Milovanović, Branko and Todorović-Drakul, Miljana",
year = "2017",
abstract = "The paper presents the adaptation (fitting) of a set of points, with an estimated two-dimensional positions, to the straight line model of the by the application of the Weighted Total Least Squares, WTLS. The traditional method to solve this problem by using an iterative algorithm of the conditional adjustment with the parameters (Gauss-Helmert's model) is also shown. In the example of testing the straightness of the rail of the crane, a comparison of the efficiency of the two algorithms is performed by means of result of parameter estimation and to the number of required iterations to final solution., U radu je prikazano adaptiranje (fitovanje) skupa tačaka, sa ocenjenim dvodimenzionalnim pozicijama, na model prave linije primenom težinskog potpunog metoda najmanjih kvadrata (Weighted Total Least Squares, WTLS). Prikazan je takođe i tradicionalni postupak rešavanja ovog problema primenom iterativnog algoritma uslovnog izravnanja sa parametrima, odnosno Gauss-Helmertovog modela. Na primeru testiranja pravosti kranske šine, izvršeno je upoređivanje efikasnosti ova dva algoritma u pogledu rezultata ocenjivanja parametara izravnavajuće prave i brzine konvergencije ka finalnom rešenju.",
publisher = "Savez inženjera i tehničara Srbije, Beograd",
journal = "Tehnika",
title = "Testing straightness of line objects using total least squares, Testiranje pravosti linijskih objekata primenom potpunog metoda najmanjih kvadrata",
pages = "191-187",
number = "2",
volume = "72",
doi = "10.5937/tehnika1702187P"
}

Popović, J., Aleksić, I. R., Božić, B., Milovanović, B.,& Todorović-Drakul, M.. (2017). Testing straightness of line objects using total least squares. in Tehnika
Savez inženjera i tehničara Srbije, Beograd., 72(2), 187-191.
https://doi.org/10.5937/tehnika1702187P

Popović J, Aleksić IR, Božić B, Milovanović B, Todorović-Drakul M. Testing straightness of line objects using total least squares. in Tehnika. 2017;72(2):187-191.
doi:10.5937/tehnika1702187P .

Popović, Jovan, Aleksić, Ivan R., Božić, Branko, Milovanović, Branko, Todorović-Drakul, Miljana, "Testing straightness of line objects using total least squares" in Tehnika, 72, no. 2 (2017):187-191,
https://doi.org/10.5937/tehnika1702187P . .

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 .

TY  - JOUR
AU  - Pandzić, Jelena
AU  - Pejić, Marko
AU  - Božić, Branko
AU  - Erić, Verica
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/843
AB  - Processing of raw point cloud data obtained as a result of terrestrial laser scanning (TLS) sometimes involves georeferencing, i.e. transformation of point cloud data to an external coordinate system. This paper focuses on defining the error model of point positions obtained through a "station-orientation" procedure of direct georeferencing. The original error model presented by the authors relevant in this field is partly altered. All modifications are explained in detail within the paper and the reported model is statistically verified based on the carefully conducted experiment using Leica ScanStation P20 scanner. The obtained values of the uncertainty measures of direct georeferencing Which are of a few millimetre magnitude prove that this procedure can be efficiently used for planning and carrying out even more demanding surveying tasks, including those during monitoring and maintenance of constructed facilities. Additionally, traversing capabilities of terrestrial laser scanners tightly connected with direct georeferencing should contribute to mass introduction of laser scanning into the construction industry thanks to its similarities to the highly automated procedures of polar surveying and traversing which are traditionally employed among surveyors.
PB  - Elsevier B.V.
T2  - Automation in Construction
T1  - Error model of direct georeferencing procedure of terrestrial laser scanning
EP  - 23
SP  - 13
VL  - 78
DO  - 10.1016/j.autcon.2017.01.003
ER  - 

@article{
author = "Pandzić, Jelena and Pejić, Marko and Božić, Branko and Erić, Verica",
year = "2017",
abstract = "Processing of raw point cloud data obtained as a result of terrestrial laser scanning (TLS) sometimes involves georeferencing, i.e. transformation of point cloud data to an external coordinate system. This paper focuses on defining the error model of point positions obtained through a "station-orientation" procedure of direct georeferencing. The original error model presented by the authors relevant in this field is partly altered. All modifications are explained in detail within the paper and the reported model is statistically verified based on the carefully conducted experiment using Leica ScanStation P20 scanner. The obtained values of the uncertainty measures of direct georeferencing Which are of a few millimetre magnitude prove that this procedure can be efficiently used for planning and carrying out even more demanding surveying tasks, including those during monitoring and maintenance of constructed facilities. Additionally, traversing capabilities of terrestrial laser scanners tightly connected with direct georeferencing should contribute to mass introduction of laser scanning into the construction industry thanks to its similarities to the highly automated procedures of polar surveying and traversing which are traditionally employed among surveyors.",
publisher = "Elsevier B.V.",
journal = "Automation in Construction",
title = "Error model of direct georeferencing procedure of terrestrial laser scanning",
pages = "23-13",
volume = "78",
doi = "10.1016/j.autcon.2017.01.003"
}

Pandzić, J., Pejić, M., Božić, B.,& Erić, V.. (2017). Error model of direct georeferencing procedure of terrestrial laser scanning. in Automation in Construction
Elsevier B.V.., 78, 13-23.
https://doi.org/10.1016/j.autcon.2017.01.003

Pandzić J, Pejić M, Božić B, Erić V. Error model of direct georeferencing procedure of terrestrial laser scanning. in Automation in Construction. 2017;78:13-23.
doi:10.1016/j.autcon.2017.01.003 .

Pandzić, Jelena, Pejić, Marko, Božić, Branko, Erić, Verica, "Error model of direct georeferencing procedure of terrestrial laser scanning" in Automation in Construction, 78 (2017):13-23,
https://doi.org/10.1016/j.autcon.2017.01.003 . .

TY  - CHAP
AU  - Pandžić, Jelena
AU  - Pejić, Marko
AU  - Božić, Branko
AU  - Erić, Verica
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1577
AB  - Depending  on  the  requirements  of  a  certain  engineering  task,  point  coordinates  obtained through terrestrial laser scanning (TLS) can be either in a scanner coordinate system (CS) or in  the  coordinate  system  of  a  geodetic  control  network.  When  point  coordinates  in  some external CS are needed  point cloud georeferencing must be done, i.e. point coordinates have to be transformed from the scanner CS into the desired CS.Different  procedures  can  be  followed  during  the  transformation  process  of  point  coordinates from  one  CS  to  the  other  and  consequently  it  can  be  distinguished  between  several  types  of georeferencing. The principal classification is into direct and indirect georeferencing  and the main  difference  between  the  two  is  that  direct  georeferencing  can  (and  usually  does)  give point coordinates in the CS of a geodetic control network instantly in the field, while indirect georeferencing  inevitably  needs  some  work  to  be  done  in  the  office  in  order  to  obtain  these coordinates. Indirect georeferencing is necessarily done in some software and it distinguishes between  the  process  itself  being  completed  in  either  one  or  two  steps.  On  the  other  hand, direct georeferencing does not involve transformation into some intermediate CS whichis the case  with the two-step  indirect  georeferencing.  Direct  georeferencing  essentially  mimics  the procedure of orienting a total station with respect to a geodetic control network which can be achieved either through backsighting (the “station-orientation” procedure) or resection.This paper briefly presents different georeferencing procedures and related main error sources that  cause  errors  in  transformed  point  coordinates.  Additionally,  the  covariance  model  for direct  georeferencing  following  the  “station-orientation”  procedure  is  verified  through statistical  analysis  of  the  data  collected  in  the  experiment  performed  in  the  field.  True  point position  errors  calculated  as differences  between  point  coordinates  obtained  from  the  least squares  adjustment  of  the  geodetic  control  network  and  those  from  direct  georeferencing  of the  TLS  data  are  compared  with  theoretical  errors,  i.e.  model-derived  standard  deviations  of point positions. It is shown that these two setsof errors or, more precisely, the variance of the true errors and the pooled model-derived variance of the control point positions do not feature a significant difference at the confidence level of 99%. This makes us optimistic in terms of possibility of using the reported model for predicting trueerrors of point positions by model-derived  standard  deviations  obtained  as  a  result  of  direct  georeferencing  of  TLS  data following the “station-orientation” procedure.
PB  - Laboratório nacional de engenharia civil, Lisboa
T2  - NGEO 2017–7thInternational Conference on Engineering Surveying, Portugal, Lisbon, October 18 -20, 2017
T1  - TLS data georeferencing - error sources and effects
EP  - 300
SP  - 293
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1577
ER  - 

@inbook{
author = "Pandžić, Jelena and Pejić, Marko and Božić, Branko and Erić, Verica",
year = "2017",
abstract = "Depending  on  the  requirements  of  a  certain  engineering  task,  point  coordinates  obtained through terrestrial laser scanning (TLS) can be either in a scanner coordinate system (CS) or in  the  coordinate  system  of  a  geodetic  control  network.  When  point  coordinates  in  some external CS are needed  point cloud georeferencing must be done, i.e. point coordinates have to be transformed from the scanner CS into the desired CS.Different  procedures  can  be  followed  during  the  transformation  process  of  point  coordinates from  one  CS  to  the  other  and  consequently  it  can  be  distinguished  between  several  types  of georeferencing. The principal classification is into direct and indirect georeferencing  and the main  difference  between  the  two  is  that  direct  georeferencing  can  (and  usually  does)  give point coordinates in the CS of a geodetic control network instantly in the field, while indirect georeferencing  inevitably  needs  some  work  to  be  done  in  the  office  in  order  to  obtain  these coordinates. Indirect georeferencing is necessarily done in some software and it distinguishes between  the  process  itself  being  completed  in  either  one  or  two  steps.  On  the  other  hand, direct georeferencing does not involve transformation into some intermediate CS whichis the case  with the two-step  indirect  georeferencing.  Direct  georeferencing  essentially  mimics  the procedure of orienting a total station with respect to a geodetic control network which can be achieved either through backsighting (the “station-orientation” procedure) or resection.This paper briefly presents different georeferencing procedures and related main error sources that  cause  errors  in  transformed  point  coordinates.  Additionally,  the  covariance  model  for direct  georeferencing  following  the  “station-orientation”  procedure  is  verified  through statistical  analysis  of  the  data  collected  in  the  experiment  performed  in  the  field.  True  point position  errors  calculated  as differences  between  point  coordinates  obtained  from  the  least squares  adjustment  of  the  geodetic  control  network  and  those  from  direct  georeferencing  of the  TLS  data  are  compared  with  theoretical  errors,  i.e.  model-derived  standard  deviations  of point positions. It is shown that these two setsof errors or, more precisely, the variance of the true errors and the pooled model-derived variance of the control point positions do not feature a significant difference at the confidence level of 99%. This makes us optimistic in terms of possibility of using the reported model for predicting trueerrors of point positions by model-derived  standard  deviations  obtained  as  a  result  of  direct  georeferencing  of  TLS  data following the “station-orientation” procedure.",
publisher = "Laboratório nacional de engenharia civil, Lisboa",
journal = "NGEO 2017–7thInternational Conference on Engineering Surveying, Portugal, Lisbon, October 18 -20, 2017",
booktitle = "TLS data georeferencing - error sources and effects",
pages = "300-293",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1577"
}

Pandžić, J., Pejić, M., Božić, B.,& Erić, V.. (2017). TLS data georeferencing - error sources and effects. in NGEO 2017–7thInternational Conference on Engineering Surveying, Portugal, Lisbon, October 18 -20, 2017
Laboratório nacional de engenharia civil, Lisboa., 293-300.
https://hdl.handle.net/21.15107/rcub_grafar_1577

Pandžić J, Pejić M, Božić B, Erić V. TLS data georeferencing - error sources and effects. in NGEO 2017–7thInternational Conference on Engineering Surveying, Portugal, Lisbon, October 18 -20, 2017. 2017;:293-300.
https://hdl.handle.net/21.15107/rcub_grafar_1577 .

Pandžić, Jelena, Pejić, Marko, Božić, Branko, Erić, Verica, "TLS data georeferencing - error sources and effects" in NGEO 2017–7thInternational Conference on Engineering Surveying, Portugal, Lisbon, October 18 -20, 2017 (2017):293-300,
https://hdl.handle.net/21.15107/rcub_grafar_1577 .

TY  - JOUR
AU  - Božić, Branko
PY  - 2016
UR  - http://www.suggsbih.ba/GEODETSKI%20GLASNIK/GEODETSKI_GLASNIK_47/GG47_Bozic.pdf
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2106
AB  - U  radu  je  opisano  stanje  u  oblasti  razvoja  tzržišta  nekretnina  u  Republici  Srbiji,  sadašnji  nosioci  poslova  procjene,  neki  primeri  dobre  prakse  u  Evropi  i  međunarodne  organizacije  koje   tu   oblast   uređuju.   Na   kraju,   na   bazi   analize pojedinih sistema vrednovanja u nekim evropskim  državama,  dat  je  prijedlog  buduće organizacije,a  koji  je  ujedno  zasnovan  i  na  specifičnostima u Republici Srbiji.
AB  - This  article  points  out  to  real  estate  market  in  Republic  of  Serbia  and  main  actors  at  the  process    of    real    estate    valuation.    Some    international   organizations   at   the   area   of   property valuation were explained, also. At the end  relating  to  the  good  practice  of  some  EU  valuation    systems,    a    proposal    for    new    valuation system at the Republic of Serbia was explianed.
PB  - Union of Associations of Geodetic Professionals in Bosnia and Herzegovina
T2  - Geodetski glasnik
T1  - Analiza postojećeg stanja i potrebe razvoja sistema za procjenu vrijednosti nekretnina u Republici Srbiji
T1  - Analysis of actual status and needs for real estate valuation model development in Republic of Serbia
EP  - 45
IS  - 47
SP  - 33
VL  - 50
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2106
ER  - 

@article{
author = "Božić, Branko",
year = "2016",
abstract = "U  radu  je  opisano  stanje  u  oblasti  razvoja  tzržišta  nekretnina  u  Republici  Srbiji,  sadašnji  nosioci  poslova  procjene,  neki  primeri  dobre  prakse  u  Evropi  i  međunarodne  organizacije  koje   tu   oblast   uređuju.   Na   kraju,   na   bazi   analize pojedinih sistema vrednovanja u nekim evropskim  državama,  dat  je  prijedlog  buduće organizacije,a  koji  je  ujedno  zasnovan  i  na  specifičnostima u Republici Srbiji., This  article  points  out  to  real  estate  market  in  Republic  of  Serbia  and  main  actors  at  the  process    of    real    estate    valuation.    Some    international   organizations   at   the   area   of   property valuation were explained, also. At the end  relating  to  the  good  practice  of  some  EU  valuation    systems,    a    proposal    for    new    valuation system at the Republic of Serbia was explianed.",
publisher = "Union of Associations of Geodetic Professionals in Bosnia and Herzegovina",
journal = "Geodetski glasnik",
title = "Analiza postojećeg stanja i potrebe razvoja sistema za procjenu vrijednosti nekretnina u Republici Srbiji, Analysis of actual status and needs for real estate valuation model development in Republic of Serbia",
pages = "45-33",
number = "47",
volume = "50",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2106"
}

Božić, B.. (2016). Analiza postojećeg stanja i potrebe razvoja sistema za procjenu vrijednosti nekretnina u Republici Srbiji. in Geodetski glasnik
Union of Associations of Geodetic Professionals in Bosnia and Herzegovina., 50(47), 33-45.
https://hdl.handle.net/21.15107/rcub_grafar_2106

Božić B. Analiza postojećeg stanja i potrebe razvoja sistema za procjenu vrijednosti nekretnina u Republici Srbiji. in Geodetski glasnik. 2016;50(47):33-45.
https://hdl.handle.net/21.15107/rcub_grafar_2106 .

Božić, Branko, "Analiza postojećeg stanja i potrebe razvoja sistema za procjenu vrijednosti nekretnina u Republici Srbiji" in Geodetski glasnik, 50, no. 47 (2016):33-45,
https://hdl.handle.net/21.15107/rcub_grafar_2106 .

TY  - CONF
AU  - Ristić, Kornelija
AU  - Tucikešić, S.
AU  - Milinkovic, A.
AU  - Jaćimović, S.
AU  - Božić, Branko
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1395
PB  - Univerzitet u Banjaluci, Arhitektonsko-građevinsko-geodetski fakultet, Banja Luka
C3  - XII međunarodna naučno-stručna konferencija Savremena teorija i praksa u graditeljstvu, Banja Luka, 7.-8. decembar 2016 : zbornik radova = 12th International Scientific and Professional Conference on Contemporary Theory and Practice in Construction, Banja
T1  - Uspostava geodetske mreže primjenom globalnih navigacionih satelitskih sistema
EP  - 596
SP  - 587
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1395
ER  - 

@conference{
author = "Ristić, Kornelija and Tucikešić, S. and Milinkovic, A. and Jaćimović, S. and Božić, Branko",
year = "2016",
publisher = "Univerzitet u Banjaluci, Arhitektonsko-građevinsko-geodetski fakultet, Banja Luka",
journal = "XII međunarodna naučno-stručna konferencija Savremena teorija i praksa u graditeljstvu, Banja Luka, 7.-8. decembar 2016 : zbornik radova = 12th International Scientific and Professional Conference on Contemporary Theory and Practice in Construction, Banja",
title = "Uspostava geodetske mreže primjenom globalnih navigacionih satelitskih sistema",
pages = "596-587",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1395"
}

Ristić, K., Tucikešić, S., Milinkovic, A., Jaćimović, S.,& Božić, B.. (2016). Uspostava geodetske mreže primjenom globalnih navigacionih satelitskih sistema. in XII međunarodna naučno-stručna konferencija Savremena teorija i praksa u graditeljstvu, Banja Luka, 7.-8. decembar 2016 : zbornik radova = 12th International Scientific and Professional Conference on Contemporary Theory and Practice in Construction, Banja
Univerzitet u Banjaluci, Arhitektonsko-građevinsko-geodetski fakultet, Banja Luka., 587-596.
https://hdl.handle.net/21.15107/rcub_grafar_1395

Ristić K, Tucikešić S, Milinkovic A, Jaćimović S, Božić B. Uspostava geodetske mreže primjenom globalnih navigacionih satelitskih sistema. in XII međunarodna naučno-stručna konferencija Savremena teorija i praksa u graditeljstvu, Banja Luka, 7.-8. decembar 2016 : zbornik radova = 12th International Scientific and Professional Conference on Contemporary Theory and Practice in Construction, Banja. 2016;:587-596.
https://hdl.handle.net/21.15107/rcub_grafar_1395 .

Ristić, Kornelija, Tucikešić, S., Milinkovic, A., Jaćimović, S., Božić, Branko, "Uspostava geodetske mreže primjenom globalnih navigacionih satelitskih sistema" in XII međunarodna naučno-stručna konferencija Savremena teorija i praksa u graditeljstvu, Banja Luka, 7.-8. decembar 2016 : zbornik radova = 12th International Scientific and Professional Conference on Contemporary Theory and Practice in Construction, Banja (2016):587-596,
https://hdl.handle.net/21.15107/rcub_grafar_1395 .

TY  - CONF
AU  - Erić, Verica
AU  - Božić, Branko
AU  - Pejić, Marko
AU  - Abolmasov, Biljana
AU  - Pandžić, Jelena
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1347
PB  - University of Belgrade, Faculty of Mining and Geology, Belgrade
C3  - Abstract book / 2nd Regional Symposium on Landslides in the Adriatic-Balkan Region : 2nd ReSyLAB 2015. Vol. 1
T1  - Permanent geodetic monitoring of the Umka Landslide using GNSS technology and GeoMoss system
EP  - 39
SP  - 39
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1347
ER  - 

@conference{
author = "Erić, Verica and Božić, Branko and Pejić, Marko and Abolmasov, Biljana and Pandžić, Jelena",
year = "2015",
publisher = "University of Belgrade, Faculty of Mining and Geology, Belgrade",
journal = "Abstract book / 2nd Regional Symposium on Landslides in the Adriatic-Balkan Region : 2nd ReSyLAB 2015. Vol. 1",
title = "Permanent geodetic monitoring of the Umka Landslide using GNSS technology and GeoMoss system",
pages = "39-39",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1347"
}

Erić, V., Božić, B., Pejić, M., Abolmasov, B.,& Pandžić, J.. (2015). Permanent geodetic monitoring of the Umka Landslide using GNSS technology and GeoMoss system. in Abstract book / 2nd Regional Symposium on Landslides in the Adriatic-Balkan Region : 2nd ReSyLAB 2015. Vol. 1
University of Belgrade, Faculty of Mining and Geology, Belgrade., 39-39.
https://hdl.handle.net/21.15107/rcub_grafar_1347

Erić V, Božić B, Pejić M, Abolmasov B, Pandžić J. Permanent geodetic monitoring of the Umka Landslide using GNSS technology and GeoMoss system. in Abstract book / 2nd Regional Symposium on Landslides in the Adriatic-Balkan Region : 2nd ReSyLAB 2015. Vol. 1. 2015;:39-39.
https://hdl.handle.net/21.15107/rcub_grafar_1347 .

Erić, Verica, Božić, Branko, Pejić, Marko, Abolmasov, Biljana, Pandžić, Jelena, "Permanent geodetic monitoring of the Umka Landslide using GNSS technology and GeoMoss system" in Abstract book / 2nd Regional Symposium on Landslides in the Adriatic-Balkan Region : 2nd ReSyLAB 2015. Vol. 1 (2015):39-39,
https://hdl.handle.net/21.15107/rcub_grafar_1347 .

TY  - JOUR
AU  - Milićević-Sekulić, Dragana
AU  - Rakočević, Olga
AU  - Božić, Branko
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/671
AB  - Development of geodetic education and practice was accompanied by changes in the development of society. Country isolation at the end of 20th century had a huge influence on surveyors practice in Serbia. The beginning of 21st century brought democratic changes, membership in European Union as an important goal, and, generally, opening the society for changes in many spheres. The most important changes in the field of geodesy were reform of educational system, establishment of real estate cadastre and realization of projects through international cooperation. These changes created an opportunities for employing surveyors in many new areas. Today, a lot of geodetic experts work on positions where it has not been possible before. This paper describes employment opportunities for Serbian surveyors and explains the experience in doing surveying at the Serbian market that have been obtained so far.
PB  - Savez geodeta Srbije, Beograd
T2  - Geonauka
T1  - Geodetic education and practice in the Republic of Serbia: Past and present
EP  - 39
IS  - 1
SP  - 32
VL  - 3
DO  - 10.14438/gn.2015.06
ER  - 

@article{
author = "Milićević-Sekulić, Dragana and Rakočević, Olga and Božić, Branko",
year = "2015",
abstract = "Development of geodetic education and practice was accompanied by changes in the development of society. Country isolation at the end of 20th century had a huge influence on surveyors practice in Serbia. The beginning of 21st century brought democratic changes, membership in European Union as an important goal, and, generally, opening the society for changes in many spheres. The most important changes in the field of geodesy were reform of educational system, establishment of real estate cadastre and realization of projects through international cooperation. These changes created an opportunities for employing surveyors in many new areas. Today, a lot of geodetic experts work on positions where it has not been possible before. This paper describes employment opportunities for Serbian surveyors and explains the experience in doing surveying at the Serbian market that have been obtained so far.",
publisher = "Savez geodeta Srbije, Beograd",
journal = "Geonauka",
title = "Geodetic education and practice in the Republic of Serbia: Past and present",
pages = "39-32",
number = "1",
volume = "3",
doi = "10.14438/gn.2015.06"
}

Milićević-Sekulić, D., Rakočević, O.,& Božić, B.. (2015). Geodetic education and practice in the Republic of Serbia: Past and present. in Geonauka
Savez geodeta Srbije, Beograd., 3(1), 32-39.
https://doi.org/10.14438/gn.2015.06

Milićević-Sekulić D, Rakočević O, Božić B. Geodetic education and practice in the Republic of Serbia: Past and present. in Geonauka. 2015;3(1):32-39.
doi:10.14438/gn.2015.06 .

Milićević-Sekulić, Dragana, Rakočević, Olga, Božić, Branko, "Geodetic education and practice in the Republic of Serbia: Past and present" in Geonauka, 3, no. 1 (2015):32-39,
https://doi.org/10.14438/gn.2015.06 . .

TY  - JOUR
AU  - Božić, Branko
AU  - Milićević, Dragana
AU  - Mihajlović, Rajica
AU  - Jochheim-Wirtz, Christoph
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/597
AB  - There is no complete and systemized infrastructure for efficient and reliable evaluation of real estates in the Republic of Serbia. This is confirmed by analysis of the applicable regulations which treat valuation of real estates in different ways. This practice contradicting numerous standards and applicable directives (INSPIRE directive, Strategy of the development of geospatial data infrastructure in the Republic of Serbia etc.), as well as numerous other examples of good practice governing the activities of collecting and maintaining spatial data infrastructure. By the Law on State Survey and Cadaster of the 2009, the Republic Geodetic Authority is ensured to the jurisdiction of the development of mass appraisal, which should provide real estate market value for all real estates in the territory of the Republic of Serbia. In contrast, the position and the role of local government being increasable stronger in creating the budget, which is closely associated with the values of resources and capital which local government have. Determing the property tax is the responsibility of the local government and therefore its role in the process of valuation of immovable property is of great importance. In addition to local governments, the Tax Administration traditionally determines real estate values. This paper analyzes the current situation and initiate further activities on the development of the system of evaluation of real estates in the Republic of Serbia.
AB  - U Srbiji ne postoji potpuna i sistematizovana infrastruktura za kvalitetno i pouzdano vrednovanje nepokretnosti. To potvrđuju i analize važećih propisa koji na različite načine tretiraju vrednovanje nepokretnosti. Ovakva praksa protivreči brojnim standardima i važećim direktivama (INSPIRE direktiva, Strategija razvoja nacionalne infrastrukture geoprostornih podataka u Republici Srbiji i dr.), kao i brojnim drugim primerima dobre prakse kojima se uređuju aktivnosti na prikupljanju i održavanju infrastrukture prostornih podataka. Zakonom o državnom premeru i katastru iz 2009. godine, Republičkom geodetskom zavodu je poverena nadležnost razvoja sistema masovne procene vrednosti nepokretnosti koja treba da obezbedi tržišne vrednosti nepokretnosti, za sve nepokretnosti, na teritoriji Republike Srbije. Nasuprot tome, sve više jača položaj i uloga lokalne samouprave u kreiranju budžeta, koji je tesno povezan sa vrednostima resursa i kapitala sa kojima lokalne samouprave raspolažu. Utvrđivanje poreza na imovinu je u nadležnosti lokalne samouprave i zato je njena uloga u procesu vrednovanja nepokretnosti veoma značajna. Pored lokalne samouprave, tradicionalno, vrednovanjem nepokretnosti se bavi i Poreska uprava. U ovom radu analizira se postojeće stanje i iniciraju dalje aktivnosti na razvoju sistema vrednovanja nepokretnosti u Republici Srbiji.
PB  - Savez inženjera i tehničara Srbije, Beograd
T2  - Tehnika
T1  - Real estate valuation in the Republic of Serbia
T1  - Vrednovanje nepokretnosti u Republici Srbiji
EP  - 578
IS  - 4
SP  - 571
VL  - 69
DO  - 10.5937/tehnika1404571B
ER  - 

@article{
author = "Božić, Branko and Milićević, Dragana and Mihajlović, Rajica and Jochheim-Wirtz, Christoph",
year = "2014",
abstract = "There is no complete and systemized infrastructure for efficient and reliable evaluation of real estates in the Republic of Serbia. This is confirmed by analysis of the applicable regulations which treat valuation of real estates in different ways. This practice contradicting numerous standards and applicable directives (INSPIRE directive, Strategy of the development of geospatial data infrastructure in the Republic of Serbia etc.), as well as numerous other examples of good practice governing the activities of collecting and maintaining spatial data infrastructure. By the Law on State Survey and Cadaster of the 2009, the Republic Geodetic Authority is ensured to the jurisdiction of the development of mass appraisal, which should provide real estate market value for all real estates in the territory of the Republic of Serbia. In contrast, the position and the role of local government being increasable stronger in creating the budget, which is closely associated with the values of resources and capital which local government have. Determing the property tax is the responsibility of the local government and therefore its role in the process of valuation of immovable property is of great importance. In addition to local governments, the Tax Administration traditionally determines real estate values. This paper analyzes the current situation and initiate further activities on the development of the system of evaluation of real estates in the Republic of Serbia., U Srbiji ne postoji potpuna i sistematizovana infrastruktura za kvalitetno i pouzdano vrednovanje nepokretnosti. To potvrđuju i analize važećih propisa koji na različite načine tretiraju vrednovanje nepokretnosti. Ovakva praksa protivreči brojnim standardima i važećim direktivama (INSPIRE direktiva, Strategija razvoja nacionalne infrastrukture geoprostornih podataka u Republici Srbiji i dr.), kao i brojnim drugim primerima dobre prakse kojima se uređuju aktivnosti na prikupljanju i održavanju infrastrukture prostornih podataka. Zakonom o državnom premeru i katastru iz 2009. godine, Republičkom geodetskom zavodu je poverena nadležnost razvoja sistema masovne procene vrednosti nepokretnosti koja treba da obezbedi tržišne vrednosti nepokretnosti, za sve nepokretnosti, na teritoriji Republike Srbije. Nasuprot tome, sve više jača položaj i uloga lokalne samouprave u kreiranju budžeta, koji je tesno povezan sa vrednostima resursa i kapitala sa kojima lokalne samouprave raspolažu. Utvrđivanje poreza na imovinu je u nadležnosti lokalne samouprave i zato je njena uloga u procesu vrednovanja nepokretnosti veoma značajna. Pored lokalne samouprave, tradicionalno, vrednovanjem nepokretnosti se bavi i Poreska uprava. U ovom radu analizira se postojeće stanje i iniciraju dalje aktivnosti na razvoju sistema vrednovanja nepokretnosti u Republici Srbiji.",
publisher = "Savez inženjera i tehničara Srbije, Beograd",
journal = "Tehnika",
title = "Real estate valuation in the Republic of Serbia, Vrednovanje nepokretnosti u Republici Srbiji",
pages = "578-571",
number = "4",
volume = "69",
doi = "10.5937/tehnika1404571B"
}

Božić, B., Milićević, D., Mihajlović, R.,& Jochheim-Wirtz, C.. (2014). Real estate valuation in the Republic of Serbia. in Tehnika
Savez inženjera i tehničara Srbije, Beograd., 69(4), 571-578.
https://doi.org/10.5937/tehnika1404571B

Božić B, Milićević D, Mihajlović R, Jochheim-Wirtz C. Real estate valuation in the Republic of Serbia. in Tehnika. 2014;69(4):571-578.
doi:10.5937/tehnika1404571B .

Božić, Branko, Milićević, Dragana, Mihajlović, Rajica, Jochheim-Wirtz, Christoph, "Real estate valuation in the Republic of Serbia" in Tehnika, 69, no. 4 (2014):571-578,
https://doi.org/10.5937/tehnika1404571B . .

TY  - CONF
AU  - Milovanović, Branko
AU  - Božić, Branko
AU  - Gospavić, Zagorka
AU  - Pejović, Milutin
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1181
PB  - International Federation of Surveyors, FIG, Prague
C3  - INGEO 2014 - 6th International Conference on Engineering Surveying : 3-4 April 2014, Prague, Czech republic
T1  - Comparison of ARX-and AR-Models and of the Assumed Form of the Transfer Function when Examining Settlement of the Building
EP  - 26
SP  - 21
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1181
ER  - 

@conference{
author = "Milovanović, Branko and Božić, Branko and Gospavić, Zagorka and Pejović, Milutin",
year = "2014",
publisher = "International Federation of Surveyors, FIG, Prague",
journal = "INGEO 2014 - 6th International Conference on Engineering Surveying : 3-4 April 2014, Prague, Czech republic",
title = "Comparison of ARX-and AR-Models and of the Assumed Form of the Transfer Function when Examining Settlement of the Building",
pages = "26-21",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1181"
}

Milovanović, B., Božić, B., Gospavić, Z.,& Pejović, M.. (2014). Comparison of ARX-and AR-Models and of the Assumed Form of the Transfer Function when Examining Settlement of the Building. in INGEO 2014 - 6th International Conference on Engineering Surveying : 3-4 April 2014, Prague, Czech republic
International Federation of Surveyors, FIG, Prague., 21-26.
https://hdl.handle.net/21.15107/rcub_grafar_1181

Milovanović B, Božić B, Gospavić Z, Pejović M. Comparison of ARX-and AR-Models and of the Assumed Form of the Transfer Function when Examining Settlement of the Building. in INGEO 2014 - 6th International Conference on Engineering Surveying : 3-4 April 2014, Prague, Czech republic. 2014;:21-26.
https://hdl.handle.net/21.15107/rcub_grafar_1181 .

Milovanović, Branko, Božić, Branko, Gospavić, Zagorka, Pejović, Milutin, "Comparison of ARX-and AR-Models and of the Assumed Form of the Transfer Function when Examining Settlement of the Building" in INGEO 2014 - 6th International Conference on Engineering Surveying : 3-4 April 2014, Prague, Czech republic (2014):21-26,
https://hdl.handle.net/21.15107/rcub_grafar_1181 .

TY  - JOUR
AU  - Pejić, Marko
AU  - Ogrizović, Vukan
AU  - Božić, Branko
AU  - Milovanović, Branko
AU  - Marošan, Stevan
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/606
AB  - This paper presents a simplified test procedure of the terrestrial laser scanners (TLS) accuracy investigation by the general criteria of the ISO17123 standard. The proposed procedure covers investigation, analysis and accuracy estimation of the TLS system in the controlled environmental conditions. This procedure is mainly developed based on the model of a system calibration and network design procedures. Metrological Laboratory of the Faculty of Civil Engineering in Belgrade is customized for TLS testing. The accuracy investigation of a commercial TLS has been performed. The accuracy of the resulted point cloud, which is indirectly represented by the coordinates of the acquired control points, is determined. Beside the analysis of the residuals of the 3D spatial transformation, the analysis of the true and the measured distance differences is also performed. The results show that these two approaches give the statistically same uncertainty indicators. Precision of the target recognition and influence of the unlevelled point cloud to the TLS centering error is also analyzed. Normality tests are used to determine whether a data set is well modeled by a normal distribution or not before testing of hypothesis for the variances. By varying the number of the control and check points it is shown that increasing the number of the control points more than three well distributed is not relevant for significantly higher transformation accuracy. On the basis of the conducted spherical orientation analyzes it can be concluded that the global orientation of the error vectors follows the laser beam direction due to relatively short distances. The most important result related to investigated TLS is that this particular sensor must be used only by indirect georeferencing experiment design.
PB  - Elsevier B.V.
T2  - Measurement
T1  - A simplified procedure of metrological testing of the terrestrial laser scanners
EP  - 269
SP  - 260
VL  - 53
DO  - 10.1016/j.measurement.2014.03.024
ER  - 

@article{
author = "Pejić, Marko and Ogrizović, Vukan and Božić, Branko and Milovanović, Branko and Marošan, Stevan",
year = "2014",
abstract = "This paper presents a simplified test procedure of the terrestrial laser scanners (TLS) accuracy investigation by the general criteria of the ISO17123 standard. The proposed procedure covers investigation, analysis and accuracy estimation of the TLS system in the controlled environmental conditions. This procedure is mainly developed based on the model of a system calibration and network design procedures. Metrological Laboratory of the Faculty of Civil Engineering in Belgrade is customized for TLS testing. The accuracy investigation of a commercial TLS has been performed. The accuracy of the resulted point cloud, which is indirectly represented by the coordinates of the acquired control points, is determined. Beside the analysis of the residuals of the 3D spatial transformation, the analysis of the true and the measured distance differences is also performed. The results show that these two approaches give the statistically same uncertainty indicators. Precision of the target recognition and influence of the unlevelled point cloud to the TLS centering error is also analyzed. Normality tests are used to determine whether a data set is well modeled by a normal distribution or not before testing of hypothesis for the variances. By varying the number of the control and check points it is shown that increasing the number of the control points more than three well distributed is not relevant for significantly higher transformation accuracy. On the basis of the conducted spherical orientation analyzes it can be concluded that the global orientation of the error vectors follows the laser beam direction due to relatively short distances. The most important result related to investigated TLS is that this particular sensor must be used only by indirect georeferencing experiment design.",
publisher = "Elsevier B.V.",
journal = "Measurement",
title = "A simplified procedure of metrological testing of the terrestrial laser scanners",
pages = "269-260",
volume = "53",
doi = "10.1016/j.measurement.2014.03.024"
}

Pejić, M., Ogrizović, V., Božić, B., Milovanović, B.,& Marošan, S.. (2014). A simplified procedure of metrological testing of the terrestrial laser scanners. in Measurement
Elsevier B.V.., 53, 260-269.
https://doi.org/10.1016/j.measurement.2014.03.024

Pejić M, Ogrizović V, Božić B, Milovanović B, Marošan S. A simplified procedure of metrological testing of the terrestrial laser scanners. in Measurement. 2014;53:260-269.
doi:10.1016/j.measurement.2014.03.024 .

Pejić, Marko, Ogrizović, Vukan, Božić, Branko, Milovanović, Branko, Marošan, Stevan, "A simplified procedure of metrological testing of the terrestrial laser scanners" in Measurement, 53 (2014):260-269,
https://doi.org/10.1016/j.measurement.2014.03.024 . .

TY  - CONF
AU  - Pandžić, Jelena
AU  - Erie, V.
AU  - Božić, Branko
AU  - Pejić, Marko
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1177
PB  - International Federation of Surveyors, FIG, Prague
C3  - INGEO 2014 - 6th International Conference on Engineering Surveying : 3-4 April 2014, Prague, Czech republic
T1  - The Accuracy Analysis of Leica ScanStation P20 Data by Means of Point Cloud Fitting Algorithm
EP  - 4
SP  - 3
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1177
ER  - 

@conference{
author = "Pandžić, Jelena and Erie, V. and Božić, Branko and Pejić, Marko",
year = "2014",
publisher = "International Federation of Surveyors, FIG, Prague",
journal = "INGEO 2014 - 6th International Conference on Engineering Surveying : 3-4 April 2014, Prague, Czech republic",
title = "The Accuracy Analysis of Leica ScanStation P20 Data by Means of Point Cloud Fitting Algorithm",
pages = "4-3",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1177"
}

Pandžić, J., Erie, V., Božić, B.,& Pejić, M.. (2014). The Accuracy Analysis of Leica ScanStation P20 Data by Means of Point Cloud Fitting Algorithm. in INGEO 2014 - 6th International Conference on Engineering Surveying : 3-4 April 2014, Prague, Czech republic
International Federation of Surveyors, FIG, Prague., 3-4.
https://hdl.handle.net/21.15107/rcub_grafar_1177

Pandžić J, Erie V, Božić B, Pejić M. The Accuracy Analysis of Leica ScanStation P20 Data by Means of Point Cloud Fitting Algorithm. in INGEO 2014 - 6th International Conference on Engineering Surveying : 3-4 April 2014, Prague, Czech republic. 2014;:3-4.
https://hdl.handle.net/21.15107/rcub_grafar_1177 .

Pandžić, Jelena, Erie, V., Božić, Branko, Pejić, Marko, "The Accuracy Analysis of Leica ScanStation P20 Data by Means of Point Cloud Fitting Algorithm" in INGEO 2014 - 6th International Conference on Engineering Surveying : 3-4 April 2014, Prague, Czech republic (2014):3-4,
https://hdl.handle.net/21.15107/rcub_grafar_1177 .

TY  - CONF
AU  - Božić, Branko
AU  - Pejić, Marko
AU  - Pandžić, Jelena
AU  - Erić, Verica
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1129
PB  - Faculty of Geodesy, Zagreb
C3  - Programme and Abstracts / 1st International Interdisciplinary Scientific Conference, Global Environment, Stakeholders Profile and Corporate Governance in Geodesy, Zagreb, Faculty of Geodesy, University of Zagreb, Hrvatska, 3-5.10. 2014.
T1  - Current status and trends of geodetic profession in the Republic of Serbia
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1129
ER  - 

@conference{
author = "Božić, Branko and Pejić, Marko and Pandžić, Jelena and Erić, Verica",
year = "2014",
publisher = "Faculty of Geodesy, Zagreb",
journal = "Programme and Abstracts / 1st International Interdisciplinary Scientific Conference, Global Environment, Stakeholders Profile and Corporate Governance in Geodesy, Zagreb, Faculty of Geodesy, University of Zagreb, Hrvatska, 3-5.10. 2014.",
title = "Current status and trends of geodetic profession in the Republic of Serbia",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1129"
}

Božić, B., Pejić, M., Pandžić, J.,& Erić, V.. (2014). Current status and trends of geodetic profession in the Republic of Serbia. in Programme and Abstracts / 1st International Interdisciplinary Scientific Conference, Global Environment, Stakeholders Profile and Corporate Governance in Geodesy, Zagreb, Faculty of Geodesy, University of Zagreb, Hrvatska, 3-5.10. 2014.
Faculty of Geodesy, Zagreb..
https://hdl.handle.net/21.15107/rcub_grafar_1129

Božić B, Pejić M, Pandžić J, Erić V. Current status and trends of geodetic profession in the Republic of Serbia. in Programme and Abstracts / 1st International Interdisciplinary Scientific Conference, Global Environment, Stakeholders Profile and Corporate Governance in Geodesy, Zagreb, Faculty of Geodesy, University of Zagreb, Hrvatska, 3-5.10. 2014.. 2014;.
https://hdl.handle.net/21.15107/rcub_grafar_1129 .

Božić, Branko, Pejić, Marko, Pandžić, Jelena, Erić, Verica, "Current status and trends of geodetic profession in the Republic of Serbia" in Programme and Abstracts / 1st International Interdisciplinary Scientific Conference, Global Environment, Stakeholders Profile and Corporate Governance in Geodesy, Zagreb, Faculty of Geodesy, University of Zagreb, Hrvatska, 3-5.10. 2014. (2014),
https://hdl.handle.net/21.15107/rcub_grafar_1129 .

TY  - JOUR
AU  - Pejić, Marko
AU  - Božić, Branko
AU  - Perović, Gligorije
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/628
AB  - In high-demanding engineering applications, the latest performance improvements of the terrestrial lasers scanning (TLS) system and price decreasing trend shows the significant potential of this technology. Beside the fact that some scanners have the scanning frequency of over 1.000.000 Hz, in the engineering applications the accuracy of this survey method plays the key role. Achievement of the satisfactory accuracy of the object modelling using TLS has to be done by experiment designing. This implies the optimization process of the relevant measurements parameters and of the methodology of measurement processing through analysis of the different sources of measurement errors, instrumental precision and performance of the specific TLS, spatial configuration of the object and analysis of the models of registration and georeferencing errors. The proposed methodology of the TLS experiment design is related to the scanning of elongated objects (tunnels, corridors, pipelines, underground passages etc), which generally represent unfavorable cases in providing geodetic measurements of sufficient accuracy and reliability.
PB  - Savez geodeta Srbije, Beograd
T2  - Geonauka
T1  - Experiment design of the terrestrial laser scanning of elongated objects
EP  - 30
IS  - 1
SP  - 26
VL  - 2
DO  - 10.14438/gn.2014.04
ER  - 

@article{
author = "Pejić, Marko and Božić, Branko and Perović, Gligorije",
year = "2014",
abstract = "In high-demanding engineering applications, the latest performance improvements of the terrestrial lasers scanning (TLS) system and price decreasing trend shows the significant potential of this technology. Beside the fact that some scanners have the scanning frequency of over 1.000.000 Hz, in the engineering applications the accuracy of this survey method plays the key role. Achievement of the satisfactory accuracy of the object modelling using TLS has to be done by experiment designing. This implies the optimization process of the relevant measurements parameters and of the methodology of measurement processing through analysis of the different sources of measurement errors, instrumental precision and performance of the specific TLS, spatial configuration of the object and analysis of the models of registration and georeferencing errors. The proposed methodology of the TLS experiment design is related to the scanning of elongated objects (tunnels, corridors, pipelines, underground passages etc), which generally represent unfavorable cases in providing geodetic measurements of sufficient accuracy and reliability.",
publisher = "Savez geodeta Srbije, Beograd",
journal = "Geonauka",
title = "Experiment design of the terrestrial laser scanning of elongated objects",
pages = "30-26",
number = "1",
volume = "2",
doi = "10.14438/gn.2014.04"
}

Pejić, M., Božić, B.,& Perović, G.. (2014). Experiment design of the terrestrial laser scanning of elongated objects. in Geonauka
Savez geodeta Srbije, Beograd., 2(1), 26-30.
https://doi.org/10.14438/gn.2014.04

Pejić M, Božić B, Perović G. Experiment design of the terrestrial laser scanning of elongated objects. in Geonauka. 2014;2(1):26-30.
doi:10.14438/gn.2014.04 .

Pejić, Marko, Božić, Branko, Perović, Gligorije, "Experiment design of the terrestrial laser scanning of elongated objects" in Geonauka, 2, no. 1 (2014):26-30,
https://doi.org/10.14438/gn.2014.04 . .

TY  - JOUR
AU  - Božić, Branko
AU  - Ristić, Kornelija
AU  - Pejić, Marko
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/612
AB  - In order to determine the vector of the coordinates of the free geodetic networks by the least square adjustment, it is necessary to solve a singular system of linear equations and to find the inverse of a singular matrix. It is well known that there is a unique inverse of a regular square matrix. The main question is how to find the inverse of a singular matrix. This paper describes the traditional approach to the solving of the singular problem in opposition to the singular value decomposition (SVD). To exemplify, a free two-dimensional (2D) geodetic network was used to obtain and compare both the traditional and the SVD solutions. The analysis of the two approaches to the problem solving is of particular interest to this work. The advantages of the SVD approach are summarized and suggested to be used more frequently.
PB  - Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek
T2  - Tehnički vjesnik / Technical Gazette
T1  - Parameter estimation and accuracy analysis of the free geodetic network adjustment using singular value decomposition
EP  - 456
IS  - 2
SP  - 451
VL  - 21
UR  - https://hdl.handle.net/21.15107/rcub_grafar_612
ER  - 

@article{
author = "Božić, Branko and Ristić, Kornelija and Pejić, Marko",
year = "2014",
abstract = "In order to determine the vector of the coordinates of the free geodetic networks by the least square adjustment, it is necessary to solve a singular system of linear equations and to find the inverse of a singular matrix. It is well known that there is a unique inverse of a regular square matrix. The main question is how to find the inverse of a singular matrix. This paper describes the traditional approach to the solving of the singular problem in opposition to the singular value decomposition (SVD). To exemplify, a free two-dimensional (2D) geodetic network was used to obtain and compare both the traditional and the SVD solutions. The analysis of the two approaches to the problem solving is of particular interest to this work. The advantages of the SVD approach are summarized and suggested to be used more frequently.",
publisher = "Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek",
journal = "Tehnički vjesnik / Technical Gazette",
title = "Parameter estimation and accuracy analysis of the free geodetic network adjustment using singular value decomposition",
pages = "456-451",
number = "2",
volume = "21",
url = "https://hdl.handle.net/21.15107/rcub_grafar_612"
}

Božić, B., Ristić, K.,& Pejić, M.. (2014). Parameter estimation and accuracy analysis of the free geodetic network adjustment using singular value decomposition. in Tehnički vjesnik / Technical Gazette
Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek., 21(2), 451-456.
https://hdl.handle.net/21.15107/rcub_grafar_612

Božić B, Ristić K, Pejić M. Parameter estimation and accuracy analysis of the free geodetic network adjustment using singular value decomposition. in Tehnički vjesnik / Technical Gazette. 2014;21(2):451-456.
https://hdl.handle.net/21.15107/rcub_grafar_612 .

Božić, Branko, Ristić, Kornelija, Pejić, Marko, "Parameter estimation and accuracy analysis of the free geodetic network adjustment using singular value decomposition" in Tehnički vjesnik / Technical Gazette, 21, no. 2 (2014):451-456,
https://hdl.handle.net/21.15107/rcub_grafar_612 .

TY  - CONF
AU  - Božić, Branko
AU  - Wirtz, Cristoph Jochheim
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1131
PB  - Udruženje urbanista Srbije, Beograd
C3  - Planiranje prostora, urbanizam i izgradnja, komplementarni zakoni i reindustrijalizacija / Međunarodni naučno-stručni skup Letnja škola urbanizma, 25.-27. jun 2014. = Spatial Planning, Urbanism and Construction Complementary Legislation and Reindustrializ
T1  - Nov model organizacije sistema vrednovanja nepokretnosti za službene potrebe u Republici Srbiji
EP  - 124
SP  - 113
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1131
ER  - 

@conference{
author = "Božić, Branko and Wirtz, Cristoph Jochheim",
year = "2014",
publisher = "Udruženje urbanista Srbije, Beograd",
journal = "Planiranje prostora, urbanizam i izgradnja, komplementarni zakoni i reindustrijalizacija / Međunarodni naučno-stručni skup Letnja škola urbanizma, 25.-27. jun 2014. = Spatial Planning, Urbanism and Construction Complementary Legislation and Reindustrializ",
title = "Nov model organizacije sistema vrednovanja nepokretnosti za službene potrebe u Republici Srbiji",
pages = "124-113",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1131"
}

Božić, B.,& Wirtz, C. J.. (2014). Nov model organizacije sistema vrednovanja nepokretnosti za službene potrebe u Republici Srbiji. in Planiranje prostora, urbanizam i izgradnja, komplementarni zakoni i reindustrijalizacija / Međunarodni naučno-stručni skup Letnja škola urbanizma, 25.-27. jun 2014. = Spatial Planning, Urbanism and Construction Complementary Legislation and Reindustrializ
Udruženje urbanista Srbije, Beograd., 113-124.
https://hdl.handle.net/21.15107/rcub_grafar_1131

Božić B, Wirtz CJ. Nov model organizacije sistema vrednovanja nepokretnosti za službene potrebe u Republici Srbiji. in Planiranje prostora, urbanizam i izgradnja, komplementarni zakoni i reindustrijalizacija / Međunarodni naučno-stručni skup Letnja škola urbanizma, 25.-27. jun 2014. = Spatial Planning, Urbanism and Construction Complementary Legislation and Reindustrializ. 2014;:113-124.
https://hdl.handle.net/21.15107/rcub_grafar_1131 .

Božić, Branko, Wirtz, Cristoph Jochheim, "Nov model organizacije sistema vrednovanja nepokretnosti za službene potrebe u Republici Srbiji" in Planiranje prostora, urbanizam i izgradnja, komplementarni zakoni i reindustrijalizacija / Međunarodni naučno-stručni skup Letnja škola urbanizma, 25.-27. jun 2014. = Spatial Planning, Urbanism and Construction Complementary Legislation and Reindustrializ (2014):113-124,
https://hdl.handle.net/21.15107/rcub_grafar_1131 .

TY  - JOUR
AU  - Drobnjak, Siniša
AU  - Radojčić, Stevan
AU  - Božić, Branko
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/558
AB  - Standardization in the field of geographical information related to the definition of the system of collection, preparation, storage, maintenance, presentation and sharing of geographic information. Quality information of available spatial data are vital in the process of selecting a dataset where data value is directly related to its quality. Users of spatial data can choose data from multiple datasets. Therefore. It is necessary to compare the quality of datasets and determine which best meet customer requirements. Digital topographic maps for its visuality, brevity and easy of use have a big advantage over other spatial datasets and is therefore fully justified request for the development of the system of determining, evaluating and impart their quality. The main objective of this paper is to describe the possibilities of application of ISO 19157 'Geographic information - Data quality' standard in technological process of the production of digital topographic maps.
AB  - Standardizacija u oblasti geografskih informacija odnosi se na definisanje sistema prikupljanja, izrade, čuvanja, održavanja, prezentacije i razmene geografskih informacija. Informacije o kvalitetu raspoloživih prostornih podataka od vitalnog su značaja za proces odabira skupa podataka gde je vrednost podataka direktno povezana s njenim kvalitetom. Korisnik prostornih podataka može birati podatke iz više skupova podataka. Zbog toga, neophodno je da se uporedi kvalitet skupova podataka i odredi koji najbolje ispunjavaju zahteve korisnika. Digitalne topografske karte zbog svoje vizuelnosti, sažetosti i jednostavnosti korišćenja imaju velike prednosti nad drugim skupovima prostornih podataka i zbog toga u potpunosti su opravdani zahtevi za razradu sistema utvrđivanja, vrednovanja i saopštavanja njihovog kvaliteta. Osnovni cilj rada je da opiše mogućnosti primene ISO 19157 'Geografske informacije - kvalitet podataka' standarda u tehnološkom procesu izrade digitalnih topografskih karata.
PB  - Savez inženjera i tehničara Srbije, Beograd
T2  - Tehnika
T1  - ISO 19157 standard application in technological process of the production of digital topographic maps
T1  - Primena ISO 19157 standarda u tehnološkom procesu izrade digitalnih topografskih karata
EP  - 937
IS  - 6
SP  - 931
VL  - 69
DO  - 10.5937/tehnika1406931D
ER  - 

@article{
author = "Drobnjak, Siniša and Radojčić, Stevan and Božić, Branko",
year = "2014",
abstract = "Standardization in the field of geographical information related to the definition of the system of collection, preparation, storage, maintenance, presentation and sharing of geographic information. Quality information of available spatial data are vital in the process of selecting a dataset where data value is directly related to its quality. Users of spatial data can choose data from multiple datasets. Therefore. It is necessary to compare the quality of datasets and determine which best meet customer requirements. Digital topographic maps for its visuality, brevity and easy of use have a big advantage over other spatial datasets and is therefore fully justified request for the development of the system of determining, evaluating and impart their quality. The main objective of this paper is to describe the possibilities of application of ISO 19157 'Geographic information - Data quality' standard in technological process of the production of digital topographic maps., Standardizacija u oblasti geografskih informacija odnosi se na definisanje sistema prikupljanja, izrade, čuvanja, održavanja, prezentacije i razmene geografskih informacija. Informacije o kvalitetu raspoloživih prostornih podataka od vitalnog su značaja za proces odabira skupa podataka gde je vrednost podataka direktno povezana s njenim kvalitetom. Korisnik prostornih podataka može birati podatke iz više skupova podataka. Zbog toga, neophodno je da se uporedi kvalitet skupova podataka i odredi koji najbolje ispunjavaju zahteve korisnika. Digitalne topografske karte zbog svoje vizuelnosti, sažetosti i jednostavnosti korišćenja imaju velike prednosti nad drugim skupovima prostornih podataka i zbog toga u potpunosti su opravdani zahtevi za razradu sistema utvrđivanja, vrednovanja i saopštavanja njihovog kvaliteta. Osnovni cilj rada je da opiše mogućnosti primene ISO 19157 'Geografske informacije - kvalitet podataka' standarda u tehnološkom procesu izrade digitalnih topografskih karata.",
publisher = "Savez inženjera i tehničara Srbije, Beograd",
journal = "Tehnika",
title = "ISO 19157 standard application in technological process of the production of digital topographic maps, Primena ISO 19157 standarda u tehnološkom procesu izrade digitalnih topografskih karata",
pages = "937-931",
number = "6",
volume = "69",
doi = "10.5937/tehnika1406931D"
}

Drobnjak, S., Radojčić, S.,& Božić, B.. (2014). ISO 19157 standard application in technological process of the production of digital topographic maps. in Tehnika
Savez inženjera i tehničara Srbije, Beograd., 69(6), 931-937.
https://doi.org/10.5937/tehnika1406931D

Drobnjak S, Radojčić S, Božić B. ISO 19157 standard application in technological process of the production of digital topographic maps. in Tehnika. 2014;69(6):931-937.
doi:10.5937/tehnika1406931D .

Drobnjak, Siniša, Radojčić, Stevan, Božić, Branko, "ISO 19157 standard application in technological process of the production of digital topographic maps" in Tehnika, 69, no. 6 (2014):931-937,
https://doi.org/10.5937/tehnika1406931D . .