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  - JOUR
AU  - Bozić, Branko
AU  - Milovanović, Branko
AU  - Vasiljević, Slavko
PY  - 2022
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2701
AB  - U radu se opisuje ocena značajnosti pomeranja tačaka deformacione strukture (objekta) geodetskom metodom deformacione analize. Saglasno unapred pretpostavljenom pomeranju strukture, u dva različita plana merenja, simulirani su podaci merenja dužina u dve različite vremenske epohe. Primenom programa PANDA ocenjen je intenzitet i pravac deformacije, u obe varijante plana merenja. U okviru ocene deformacija, kroz postupak u jednom i u dva koraka, analizirane su različite strategije ocena
stabilnosti. U oba slučaja postignuta je očekivana saglasnost sa unapred pretpostavljenom vrednošću dok je moć testa pokazala zavisnost od plana merenja ili kvaliteta modela.
PB  - Savez inzenjera i tehnicara Srbije
T2  - Tehnika
T1  - Ocena pomeranja inženjerskih struktura u programskom paketu PANDA
VL  - 77(3)
DO  - https://doi.org/10.5937/tehnika2203295B
ER  - 

@article{
author = "Bozić, Branko and Milovanović, Branko and Vasiljević, Slavko",
year = "2022",
abstract = "U radu se opisuje ocena značajnosti pomeranja tačaka deformacione strukture (objekta) geodetskom metodom deformacione analize. Saglasno unapred pretpostavljenom pomeranju strukture, u dva različita plana merenja, simulirani su podaci merenja dužina u dve različite vremenske epohe. Primenom programa PANDA ocenjen je intenzitet i pravac deformacije, u obe varijante plana merenja. U okviru ocene deformacija, kroz postupak u jednom i u dva koraka, analizirane su različite strategije ocena
stabilnosti. U oba slučaja postignuta je očekivana saglasnost sa unapred pretpostavljenom vrednošću dok je moć testa pokazala zavisnost od plana merenja ili kvaliteta modela.",
publisher = "Savez inzenjera i tehnicara Srbije",
journal = "Tehnika",
title = "Ocena pomeranja inženjerskih struktura u programskom paketu PANDA",
volume = "77(3)",
doi = "https://doi.org/10.5937/tehnika2203295B"
}

Bozić, B., Milovanović, B.,& Vasiljević, S.. (2022). Ocena pomeranja inženjerskih struktura u programskom paketu PANDA. in Tehnika
Savez inzenjera i tehnicara Srbije., 77(3).
https://doi.org/https://doi.org/10.5937/tehnika2203295B

Bozić B, Milovanović B, Vasiljević S. Ocena pomeranja inženjerskih struktura u programskom paketu PANDA. in Tehnika. 2022;77(3).
doi:https://doi.org/10.5937/tehnika2203295B .

Bozić, Branko, Milovanović, Branko, Vasiljević, Slavko, "Ocena pomeranja inženjerskih struktura u programskom paketu PANDA" in Tehnika, 77(3) (2022),
https://doi.org/https://doi.org/10.5937/tehnika2203295B . .

TY  - JOUR
AU  - Vasiljević, Slavko
AU  - Vasić, Dejan
AU  - Odalović, Oleg
AU  - Blagojević, Dragan
AU  - Milovanović, Branko
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2005
AB  - The paper describes the optimal model for coordinate transformation between ETRS89 and old national reference system in the Republic of Srpska. The Helmert`s parameters were estimated, based on a set of 1 741 common points. The average magnitude of residuals was 0.3 m per coordinate and the residual vectors were homogeneous at the local level. The basic model was complemented by a corrections grid that uses bilinear interpolation. The accuracy of the transformed horizontal positions obtained by this model is about 10 cm. In this way, a link between the ETRS89 and local reference system has been established on the overall territory of the Republic of Srpska.
PB  - Taylor & Francis
T2  - Survey Review
T1  - Horizontal coordinates transformation and residuals modelling on the territory of the Republic of Srpska
DO  - 10.1080/00396265.2020.1781357
ER  - 

@article{
author = "Vasiljević, Slavko and Vasić, Dejan and Odalović, Oleg and Blagojević, Dragan and Milovanović, Branko",
year = "2020",
abstract = "The paper describes the optimal model for coordinate transformation between ETRS89 and old national reference system in the Republic of Srpska. The Helmert`s parameters were estimated, based on a set of 1 741 common points. The average magnitude of residuals was 0.3 m per coordinate and the residual vectors were homogeneous at the local level. The basic model was complemented by a corrections grid that uses bilinear interpolation. The accuracy of the transformed horizontal positions obtained by this model is about 10 cm. In this way, a link between the ETRS89 and local reference system has been established on the overall territory of the Republic of Srpska.",
publisher = "Taylor & Francis",
journal = "Survey Review",
title = "Horizontal coordinates transformation and residuals modelling on the territory of the Republic of Srpska",
doi = "10.1080/00396265.2020.1781357"
}

Vasiljević, S., Vasić, D., Odalović, O., Blagojević, D.,& Milovanović, B.. (2020). Horizontal coordinates transformation and residuals modelling on the territory of the Republic of Srpska. in Survey Review
Taylor & Francis..
https://doi.org/10.1080/00396265.2020.1781357

Vasiljević S, Vasić D, Odalović O, Blagojević D, Milovanović B. Horizontal coordinates transformation and residuals modelling on the territory of the Republic of Srpska. in Survey Review. 2020;.
doi:10.1080/00396265.2020.1781357 .

Vasiljević, Slavko, Vasić, Dejan, Odalović, Oleg, Blagojević, Dragan, Milovanović, Branko, "Horizontal coordinates transformation and residuals modelling on the territory of the Republic of Srpska" in Survey Review (2020),
https://doi.org/10.1080/00396265.2020.1781357 . .

TY  - CONF
AU  - Milovanović, Branko
AU  - Vasiljević, Slavko
AU  - Popović, Jovan
AU  - Vranić, Petko
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2242
AB  - There are two types of geodetic 2D and 1D networks for tunnel construction: overhead and underground. The purpose of these networks is to perform tunnel stake out with allowable deviation in transverse, longitudinal and height terms. Overhead network is developed before a tunnel is built and it connects entry and exit portal into a unique system. Underground network expands during tunnel construction. When evaluating the coordinates of newly assigned underground network points, previously established points are considered as given points. In
order to realistically estimate the accuracy of underground network, it is necessary to include all previous measured quantities in the adjustment, and to define a minimum trace at all points. With this approach, estimated coordinates of network points would change each time when network is extended. To avoid this problem, when estimating new points, errors of given parameters must be taken into account. In the example of the Tunnel Vežešnik in Montenegro, when designing a 1D underground network, a case was reviewed when previously established points were taken as given and when their error was considered. To validate this procedure, an accuracy calculation was applied only when the overhead network points were defined as given. The network quality criteria were compared for all cases and it was shown that errors of the given parameters must be taken into account.
C3  - Contributions to International Conferences on Engineering Surveying
T1  - Influence of Given Parameter Errors on Accuracy of Tunnel Breakthrough by Height
EP  - 177
SP  - 169
DO  - 10.1007/978-3-030-51953-7_14
ER  - 

@conference{
author = "Milovanović, Branko and Vasiljević, Slavko and Popović, Jovan and Vranić, Petko",
year = "2020",
abstract = "There are two types of geodetic 2D and 1D networks for tunnel construction: overhead and underground. The purpose of these networks is to perform tunnel stake out with allowable deviation in transverse, longitudinal and height terms. Overhead network is developed before a tunnel is built and it connects entry and exit portal into a unique system. Underground network expands during tunnel construction. When evaluating the coordinates of newly assigned underground network points, previously established points are considered as given points. In
order to realistically estimate the accuracy of underground network, it is necessary to include all previous measured quantities in the adjustment, and to define a minimum trace at all points. With this approach, estimated coordinates of network points would change each time when network is extended. To avoid this problem, when estimating new points, errors of given parameters must be taken into account. In the example of the Tunnel Vežešnik in Montenegro, when designing a 1D underground network, a case was reviewed when previously established points were taken as given and when their error was considered. To validate this procedure, an accuracy calculation was applied only when the overhead network points were defined as given. The network quality criteria were compared for all cases and it was shown that errors of the given parameters must be taken into account.",
journal = "Contributions to International Conferences on Engineering Surveying",
title = "Influence of Given Parameter Errors on Accuracy of Tunnel Breakthrough by Height",
pages = "177-169",
doi = "10.1007/978-3-030-51953-7_14"
}

Milovanović, B., Vasiljević, S., Popović, J.,& Vranić, P.. (2020). Influence of Given Parameter Errors on Accuracy of Tunnel Breakthrough by Height. in Contributions to International Conferences on Engineering Surveying, 169-177.
https://doi.org/10.1007/978-3-030-51953-7_14

Milovanović B, Vasiljević S, Popović J, Vranić P. Influence of Given Parameter Errors on Accuracy of Tunnel Breakthrough by Height. in Contributions to International Conferences on Engineering Surveying. 2020;:169-177.
doi:10.1007/978-3-030-51953-7_14 .

Milovanović, Branko, Vasiljević, Slavko, Popović, Jovan, Vranić, Petko, "Influence of Given Parameter Errors on Accuracy of Tunnel Breakthrough by Height" in Contributions to International Conferences on Engineering Surveying (2020):169-177,
https://doi.org/10.1007/978-3-030-51953-7_14 . .

TY  - JOUR
AU  - Milovanović, Branko
AU  - Vasiljević, Slavko
AU  - Vranić, Petko
PY  - 2020
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2240
AB  - The Avala telecommunication tower was destroyed during the NATO bombing in 1999. The construction of the new tower at the same place started in 2007. The new tower consists of reinforced concrete part, with a total height of 142 m, and the antenna part with the height of 70 m. The body shape of the construction is a triangular prism with the equilateral triangle base with sides of 7 m. Civil engineering experts defined structure tolerance of 10 mm in the horizontal plane and 2 mm in the vertical plane. The design was produced pursuant to the principles of surveying profession and the conditions set. The paper describes the complexity of designing the control networks for high-rise buildings. The main tasks presented in this article are as follows: choosing the position of the control network points, defining the measuring plan, the network datum and the precision of measurements, calculation of the network quality criteria, and technical conditions for the realization of measurement.
PB  - САВЕЗ ИНЖЕЊЕРА И ТЕХНИЧАРА СРБИЈЕ, Београд
T2  - Tehnika
T1  - Designing and Realization of the Control Networks of the Telecommunication Tower Avala
EP  - 708
IS  - 6
SP  - 703
VL  - 74
DO  - 10.5937/tehnika2006703M
ER  - 

@article{
author = "Milovanović, Branko and Vasiljević, Slavko and Vranić, Petko",
year = "2020",
abstract = "The Avala telecommunication tower was destroyed during the NATO bombing in 1999. The construction of the new tower at the same place started in 2007. The new tower consists of reinforced concrete part, with a total height of 142 m, and the antenna part with the height of 70 m. The body shape of the construction is a triangular prism with the equilateral triangle base with sides of 7 m. Civil engineering experts defined structure tolerance of 10 mm in the horizontal plane and 2 mm in the vertical plane. The design was produced pursuant to the principles of surveying profession and the conditions set. The paper describes the complexity of designing the control networks for high-rise buildings. The main tasks presented in this article are as follows: choosing the position of the control network points, defining the measuring plan, the network datum and the precision of measurements, calculation of the network quality criteria, and technical conditions for the realization of measurement.",
publisher = "САВЕЗ ИНЖЕЊЕРА И ТЕХНИЧАРА СРБИЈЕ, Београд",
journal = "Tehnika",
title = "Designing and Realization of the Control Networks of the Telecommunication Tower Avala",
pages = "708-703",
number = "6",
volume = "74",
doi = "10.5937/tehnika2006703M"
}

Milovanović, B., Vasiljević, S.,& Vranić, P.. (2020). Designing and Realization of the Control Networks of the Telecommunication Tower Avala. in Tehnika
САВЕЗ ИНЖЕЊЕРА И ТЕХНИЧАРА СРБИЈЕ, Београд., 74(6), 703-708.
https://doi.org/10.5937/tehnika2006703M

Milovanović B, Vasiljević S, Vranić P. Designing and Realization of the Control Networks of the Telecommunication Tower Avala. in Tehnika. 2020;74(6):703-708.
doi:10.5937/tehnika2006703M .

Milovanović, Branko, Vasiljević, Slavko, Vranić, Petko, "Designing and Realization of the Control Networks of the Telecommunication Tower Avala" in Tehnika, 74, no. 6 (2020):703-708,
https://doi.org/10.5937/tehnika2006703M . .

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  - JOUR
AU  - Milovanović, Branko
AU  - Marošan, Stevan
AU  - Pejić, Marko
AU  - Pejović, Milutin
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/707
AB  - This paper presents the procedure of structure behaviour analysis and modelling applying the subspace method, which has been used in system identification but not in geodetic practice. This method enables the state space dynamic model parameters to be estimated. The equation error model has been used to form the dynamic system model. In addition, two pylons of the same bridge have been demonstrated to behave differently due to the position of the Sun. The entire system identification procedure has been demonstrated in modelling behaviour of the "Sloboda" bridge over the Danube pylon in direction of Novi Sad. The measurements were compiled during the bridge test load conducted in September 2005. The input signals subject to the analysis are the long-periodic signals: namely, the force in pylon cables and temperature. The output signals are pylon top displacements. The civil engineering experts' requirements called for identification of all displacements exceeding 10 mm. The pylon top position was determined by static GPS along with the 25- minute measurements per epoch.
PB  - Zvava Geodetov Slovenije
T2  - Geodetski vestnik
T1  - Modelling behaviour of bridge pylon for test load using subspace method
EP  - 134
IS  - 1
SP  - 116
VL  - 59
DO  - 10.15292/geodetski-vestnik.2015.01.116-134
ER  - 

@article{
author = "Milovanović, Branko and Marošan, Stevan and Pejić, Marko and Pejović, Milutin",
year = "2015",
abstract = "This paper presents the procedure of structure behaviour analysis and modelling applying the subspace method, which has been used in system identification but not in geodetic practice. This method enables the state space dynamic model parameters to be estimated. The equation error model has been used to form the dynamic system model. In addition, two pylons of the same bridge have been demonstrated to behave differently due to the position of the Sun. The entire system identification procedure has been demonstrated in modelling behaviour of the "Sloboda" bridge over the Danube pylon in direction of Novi Sad. The measurements were compiled during the bridge test load conducted in September 2005. The input signals subject to the analysis are the long-periodic signals: namely, the force in pylon cables and temperature. The output signals are pylon top displacements. The civil engineering experts' requirements called for identification of all displacements exceeding 10 mm. The pylon top position was determined by static GPS along with the 25- minute measurements per epoch.",
publisher = "Zvava Geodetov Slovenije",
journal = "Geodetski vestnik",
title = "Modelling behaviour of bridge pylon for test load using subspace method",
pages = "134-116",
number = "1",
volume = "59",
doi = "10.15292/geodetski-vestnik.2015.01.116-134"
}

Milovanović, B., Marošan, S., Pejić, M.,& Pejović, M.. (2015). Modelling behaviour of bridge pylon for test load using subspace method. in Geodetski vestnik
Zvava Geodetov Slovenije., 59(1), 116-134.
https://doi.org/10.15292/geodetski-vestnik.2015.01.116-134

Milovanović B, Marošan S, Pejić M, Pejović M. Modelling behaviour of bridge pylon for test load using subspace method. in Geodetski vestnik. 2015;59(1):116-134.
doi:10.15292/geodetski-vestnik.2015.01.116-134 .

Milovanović, Branko, Marošan, Stevan, Pejić, Marko, Pejović, Milutin, "Modelling behaviour of bridge pylon for test load using subspace method" in Geodetski vestnik, 59, no. 1 (2015):116-134,
https://doi.org/10.15292/geodetski-vestnik.2015.01.116-134 . .

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  - Pejović, Milutin
AU  - Gospavić, Zagorka
AU  - Milovanović, Branko
AU  - Arsić, Igor
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/626
AB  - Application of the open source software when resolving geodetic issues provides limitless possibilities. The present paper will showcase a methodology for setting out of engineering projects through a combination of GIS (Geographic Information System) software QGIS and R software environment. The link between QGIS and R had been established using Sextante toolbox, which significantly extends possibilities for a QGIS application, by establishing link to the other 'powerful' tools, such as R. Test example of land expropriation project shows the possibilities of the QGIS application for analytical elaboration of an expropriation zone, and R software package for automating setting out accuracy calculation.
PB  - Savez geodeta Srbije, Beograd
T2  - Geonauka
T1  - Solving a surveying problem by using R and QGIS: Setting out of a land expropriation zone
EP  - 18
IS  - 2
SP  - 12
VL  - 2
DO  - 10.14438/gn.2014.11
ER  - 

@article{
author = "Pejović, Milutin and Gospavić, Zagorka and Milovanović, Branko and Arsić, Igor",
year = "2014",
abstract = "Application of the open source software when resolving geodetic issues provides limitless possibilities. The present paper will showcase a methodology for setting out of engineering projects through a combination of GIS (Geographic Information System) software QGIS and R software environment. The link between QGIS and R had been established using Sextante toolbox, which significantly extends possibilities for a QGIS application, by establishing link to the other 'powerful' tools, such as R. Test example of land expropriation project shows the possibilities of the QGIS application for analytical elaboration of an expropriation zone, and R software package for automating setting out accuracy calculation.",
publisher = "Savez geodeta Srbije, Beograd",
journal = "Geonauka",
title = "Solving a surveying problem by using R and QGIS: Setting out of a land expropriation zone",
pages = "18-12",
number = "2",
volume = "2",
doi = "10.14438/gn.2014.11"
}

Pejović, M., Gospavić, Z., Milovanović, B.,& Arsić, I.. (2014). Solving a surveying problem by using R and QGIS: Setting out of a land expropriation zone. in Geonauka
Savez geodeta Srbije, Beograd., 2(2), 12-18.
https://doi.org/10.14438/gn.2014.11

Pejović M, Gospavić Z, Milovanović B, Arsić I. Solving a surveying problem by using R and QGIS: Setting out of a land expropriation zone. in Geonauka. 2014;2(2):12-18.
doi:10.14438/gn.2014.11 .

Pejović, Milutin, Gospavić, Zagorka, Milovanović, Branko, Arsić, Igor, "Solving a surveying problem by using R and QGIS: Setting out of a land expropriation zone" in Geonauka, 2, no. 2 (2014):12-18,
https://doi.org/10.14438/gn.2014.11 . .

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  - Vukićević, Mirjana
AU  - Najdanović, Dušan
AU  - Milovanović, Branko
AU  - Marošan, Stevan
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1198
AB  - This paper provides an assessment of empirical correlations between soil deformation parameters and tip resistance of cone penetrometer test (CPT), by comparing calculated settlements of an object on the rigid foundation slab with insitu measurements. Monitoring is conducted on a reinforced concrete building located in New Belgrade during the period of 10 years. Such measurements are valuable because they provide possibility to verify and improve existing methods and correlations as well as establishing new ones.
AB  - U radu je data ocena proračunskih metoda za procenu sleganja objekta na krutoj temeljnoj ploči na osnovu geodetskog osmatranja u periodu od 10 godina na jednom armiranobetonskom objektu na Novom Beogradu. S obzirom da su metode za proračun sleganja zasnovane, osim na teorijskoj mehanici i na empirijskim korelacijama sa parametrima deformabilnosti, ovakva merenja su dragocena jer pružaju mogućnost provere i unapređenja postojećih metoda i korelacija kao i uspostavljanje novih. Poređenje izmerenih i proračunskih sleganja na navedenom objektu je pokazalo da se dovoljno dobro mogu predvideti veličine sleganja na osnovu korelacija između parametara deformabilnosti i otpora konusa iz CPT opita.
PB  - Društvo građevinskih konstruktera, Beograd
C3  - Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014
T1  - Assessment of settlement analysis methods based on the monitoring of building located in New Belgrade
T1  - Ocena metoda za proračun sleganja na osnovu geodetskog monitoringa na izvedenom objektu na Novom Beogradu
EP  - 148
SP  - 141
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1198
ER  - 

@conference{
author = "Vukićević, Mirjana and Najdanović, Dušan and Milovanović, Branko and Marošan, Stevan",
year = "2014",
abstract = "This paper provides an assessment of empirical correlations between soil deformation parameters and tip resistance of cone penetrometer test (CPT), by comparing calculated settlements of an object on the rigid foundation slab with insitu measurements. Monitoring is conducted on a reinforced concrete building located in New Belgrade during the period of 10 years. Such measurements are valuable because they provide possibility to verify and improve existing methods and correlations as well as establishing new ones., U radu je data ocena proračunskih metoda za procenu sleganja objekta na krutoj temeljnoj ploči na osnovu geodetskog osmatranja u periodu od 10 godina na jednom armiranobetonskom objektu na Novom Beogradu. S obzirom da su metode za proračun sleganja zasnovane, osim na teorijskoj mehanici i na empirijskim korelacijama sa parametrima deformabilnosti, ovakva merenja su dragocena jer pružaju mogućnost provere i unapređenja postojećih metoda i korelacija kao i uspostavljanje novih. Poređenje izmerenih i proračunskih sleganja na navedenom objektu je pokazalo da se dovoljno dobro mogu predvideti veličine sleganja na osnovu korelacija između parametara deformabilnosti i otpora konusa iz CPT opita.",
publisher = "Društvo građevinskih konstruktera, Beograd",
journal = "Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014",
title = "Assessment of settlement analysis methods based on the monitoring of building located in New Belgrade, Ocena metoda za proračun sleganja na osnovu geodetskog monitoringa na izvedenom objektu na Novom Beogradu",
pages = "148-141",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1198"
}

Vukićević, M., Najdanović, D., Milovanović, B.,& Marošan, S.. (2014). Assessment of settlement analysis methods based on the monitoring of building located in New Belgrade. in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014
Društvo građevinskih konstruktera, Beograd., 141-148.
https://hdl.handle.net/21.15107/rcub_grafar_1198

Vukićević M, Najdanović D, Milovanović B, Marošan S. Assessment of settlement analysis methods based on the monitoring of building located in New Belgrade. in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014. 2014;:141-148.
https://hdl.handle.net/21.15107/rcub_grafar_1198 .

Vukićević, Mirjana, Najdanović, Dušan, Milovanović, Branko, Marošan, Stevan, "Assessment of settlement analysis methods based on the monitoring of building located in New Belgrade" in Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014 (2014):141-148,
https://hdl.handle.net/21.15107/rcub_grafar_1198 .

TY  - JOUR
AU  - Gospavić, Zagorka
AU  - Ašanin, Slobodan
AU  - Milovanović, Branko
AU  - Pejović, Milutin
PY  - 2013
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/488
AB  - In this paper we present a method for control of geometry of engineering facility by geodetic methods. Control of geometry can be performed by location, shape and size and shape only. Paper also presents all necessary surveying work for the successful control of geometry, but testing geometry of figures assumed estimation parameters of figures and application of linear hypothesis for the analysis of deviation from the assumed geometry. The testing procedure is elaborated through detailed examples of a straight line, and possibility of geodetic methods are given through an example of control the geometry of the reservoir for gasoline.
AB  - U ovom radu je prikazan postupak kontrole geometrije inženjerskih objekata geodetskim metodama. Kontrola geometrije se obavlja po položaju, obliku i veličini ili samo obliku ispitivanog objekta. U radu su prikazani svi neophodni geodetski radovi za uspešnu kontrolu geometrije, ali je detaljno obrađeno samo testiranje geometrije, koje podrazumeva ocenjivanje parametara figura primenom linearnih hipoteza za analizu odstupanja od pretpostavljene geometrijske forme objekta. Postupak testiranja je detaljno prikazan kroz primere za pravu liniju, a mogućnosti geodetskih metoda su dati kroz primer kontrole geometrije rezervoara za motorni benzin.
PB  - Savez građevinskih inženjera Srbije, Beograd
T2  - Građevinski kalendar
T1  - Control of geometry of engineering facilities by geodetic methods
T1  - Kontrola geometrije inženjerskih objekata geodetskim metodama
EP  - 272
IS  - 45
SP  - 246
UR  - https://hdl.handle.net/21.15107/rcub_grafar_488
ER  - 

@article{
author = "Gospavić, Zagorka and Ašanin, Slobodan and Milovanović, Branko and Pejović, Milutin",
year = "2013",
abstract = "In this paper we present a method for control of geometry of engineering facility by geodetic methods. Control of geometry can be performed by location, shape and size and shape only. Paper also presents all necessary surveying work for the successful control of geometry, but testing geometry of figures assumed estimation parameters of figures and application of linear hypothesis for the analysis of deviation from the assumed geometry. The testing procedure is elaborated through detailed examples of a straight line, and possibility of geodetic methods are given through an example of control the geometry of the reservoir for gasoline., U ovom radu je prikazan postupak kontrole geometrije inženjerskih objekata geodetskim metodama. Kontrola geometrije se obavlja po položaju, obliku i veličini ili samo obliku ispitivanog objekta. U radu su prikazani svi neophodni geodetski radovi za uspešnu kontrolu geometrije, ali je detaljno obrađeno samo testiranje geometrije, koje podrazumeva ocenjivanje parametara figura primenom linearnih hipoteza za analizu odstupanja od pretpostavljene geometrijske forme objekta. Postupak testiranja je detaljno prikazan kroz primere za pravu liniju, a mogućnosti geodetskih metoda su dati kroz primer kontrole geometrije rezervoara za motorni benzin.",
publisher = "Savez građevinskih inženjera Srbije, Beograd",
journal = "Građevinski kalendar",
title = "Control of geometry of engineering facilities by geodetic methods, Kontrola geometrije inženjerskih objekata geodetskim metodama",
pages = "272-246",
number = "45",
url = "https://hdl.handle.net/21.15107/rcub_grafar_488"
}

Gospavić, Z., Ašanin, S., Milovanović, B.,& Pejović, M.. (2013). Control of geometry of engineering facilities by geodetic methods. in Građevinski kalendar
Savez građevinskih inženjera Srbije, Beograd.(45), 246-272.
https://hdl.handle.net/21.15107/rcub_grafar_488

Gospavić Z, Ašanin S, Milovanović B, Pejović M. Control of geometry of engineering facilities by geodetic methods. in Građevinski kalendar. 2013;(45):246-272.
https://hdl.handle.net/21.15107/rcub_grafar_488 .

Gospavić, Zagorka, Ašanin, Slobodan, Milovanović, Branko, Pejović, Milutin, "Control of geometry of engineering facilities by geodetic methods" in Građevinski kalendar, no. 45 (2013):246-272,
https://hdl.handle.net/21.15107/rcub_grafar_488 .

TY  - JOUR
AU  - Gospavić, Zagorka
AU  - Gučević, Jelena
AU  - Milovanović, Branko
AU  - Maras, Vladislav
PY  - 2012
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/442
AB  - Strategic goal of OBSERVE project is to establish new community of Earth Observation systems, within the countries of Balkans, based on principles and experiences from technologically developed and economically strong countries from the EU. Environment monitoring on the territory of Balkans requires Balkans countries to increase regional institutional capacities, implement transfer of knowledge and technology, as well as more efficient involvement in international organizations and scientific boards. This paper will present participants, contents, project management and goals of the project ENV.2010.4.1.4.1- OBSERVE, with special emphasis on its importance and possibilities provided by participation in the international observation systems, for the purpose of climatic change:: and environment quality monitoring.
T2  - Technics Technologies Education Management-Ttem
T1  - Framework programme EU (FP7) - project observe for upgrading environment in Balkans region
EP  - 1181
IS  - 3
SP  - 1176
VL  - 7
UR  - https://hdl.handle.net/21.15107/rcub_grafar_442
ER  - 

@article{
author = "Gospavić, Zagorka and Gučević, Jelena and Milovanović, Branko and Maras, Vladislav",
year = "2012",
abstract = "Strategic goal of OBSERVE project is to establish new community of Earth Observation systems, within the countries of Balkans, based on principles and experiences from technologically developed and economically strong countries from the EU. Environment monitoring on the territory of Balkans requires Balkans countries to increase regional institutional capacities, implement transfer of knowledge and technology, as well as more efficient involvement in international organizations and scientific boards. This paper will present participants, contents, project management and goals of the project ENV.2010.4.1.4.1- OBSERVE, with special emphasis on its importance and possibilities provided by participation in the international observation systems, for the purpose of climatic change:: and environment quality monitoring.",
journal = "Technics Technologies Education Management-Ttem",
title = "Framework programme EU (FP7) - project observe for upgrading environment in Balkans region",
pages = "1181-1176",
number = "3",
volume = "7",
url = "https://hdl.handle.net/21.15107/rcub_grafar_442"
}

Gospavić, Z., Gučević, J., Milovanović, B.,& Maras, V.. (2012). Framework programme EU (FP7) - project observe for upgrading environment in Balkans region. in Technics Technologies Education Management-Ttem, 7(3), 1176-1181.
https://hdl.handle.net/21.15107/rcub_grafar_442

Gospavić Z, Gučević J, Milovanović B, Maras V. Framework programme EU (FP7) - project observe for upgrading environment in Balkans region. in Technics Technologies Education Management-Ttem. 2012;7(3):1176-1181.
https://hdl.handle.net/21.15107/rcub_grafar_442 .

Gospavić, Zagorka, Gučević, Jelena, Milovanović, Branko, Maras, Vladislav, "Framework programme EU (FP7) - project observe for upgrading environment in Balkans region" in Technics Technologies Education Management-Ttem, 7, no. 3 (2012):1176-1181,
https://hdl.handle.net/21.15107/rcub_grafar_442 .

TY  - THES
AU  - Milovanović, Branko Đ.
PY  - 2012
UR  - http://eteze.bg.ac.rs/application/showtheses?thesesId=427
UR  - https://fedorabg.bg.ac.rs/fedora/get/o:6206/bdef:Content/download
UR  - http://vbs.rs/scripts/cobiss?command=DISPLAY&base=70036&RID=513277586
UR  - http://nardus.mpn.gov.rs/123456789/2187
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1683
AB  - Предмет овог рада је моделирање понашања конструкција и околног тла наоснову поступака идентификације система, односно експерименталних података.У овом раду су објашњене све процедуре идентификације система и њиховапримена у деформационој анализи конструкција.Позанто је да се понашање конструкције и тла моделује на основугеомеханичких и статичких прорачуна. Геомаханички прорачуни се базирају наоснову узетих узорака тла. Ови узорци не могу да репрезентују понашање целогтла на коме се гради објекат. Статички прорачун се базира на правилничкимодредбама. Међутим, приликом изградње објекта долази до грешака (квалитетуграђеног материјала и пропуста приликом градње) и необезбеђивањапројектоване геометрије објекта.Сврха моделирања на основу експерименталних података је: проверапрорачуна, спречавање људских и материјалних катастрофа као и побољшањестандарда изградње. Познато је да се мониторингом конструкција и тла баве:грађевинска, геолошка и геодетска струка. Све ове струке морају да сарађују икористе исту терминологију да би се успешно извршио мониторинг конструкција.РезимеГеодетска методама мери се само одговор конструкције (излазне сигнале) и јединаодређује померања и деформације у апсолутном систему.
AB  - The subject of this dissertation is modeling the behavior of structures andsurrounding ground using system identification procedures, respectively based onexperimental data. This paper explains all the procedures of identification systems andtheir application in deformation analysis of structures.It is known that structural and surrounding ground behavior is modeled on the basisof geomehanical and static calculations. Geomehanical calculations are based onsamples taken on the ground. These samples may not represent the behavior of thewhole ground on which build an structure. Statically analysis is based on rule bookregulations. However, during construction of the building leads to errors (qualitymaterials and omission during the building) and failure to ensure the projectedgeometry.The purpose of modeling based on experimental data is checking the project,preventing human and material disasters and improve the standard of construction. It isknown that the monitoring of structures and ground deal in: civil engineering, geology,and geodetic professions. All these professions must work together and use the sameterminology in order to successfully performed construction monitoring. By geodeticAbstractmethod we measures only the structural responses (output signals) and it is onlyprofession which determines the movement and deformation in the absolute system.Practical research is meant: analysis of time series of geodetic monitoring in time andfrequency domain and possibility of using these data to define the system order andorder of models, analyzing the complexity of experimental modeling of deformationprocesses using the system identification procedure, the possibility of approximation ofnonlinear dynamical processes by linear models, the proposed procedure determiningthe sampling of observations based on experimentally determining model (systemidentification). This research was derived on the simulated time series of settlementconstruction and the measured data of displacements of the pylon of the bridge,"Sloboda" in Novi Sad during test load of structure.
PB  - Универзитет у Београду, Грађевински факултет
T2  - Универзитет у Београду
T1  - Линеарно и нелинеарно моделирање геодетски регистрованих деформационих процеса конструкција
T1  - Linear and nonlinear modeling geodetic registred deformation processes of structures
UR  - https://hdl.handle.net/21.15107/rcub_nardus_2187
ER  - 

@phdthesis{
author = "Milovanović, Branko Đ.",
year = "2012",
abstract = "Предмет овог рада је моделирање понашања конструкција и околног тла наоснову поступака идентификације система, односно експерименталних података.У овом раду су објашњене све процедуре идентификације система и њиховапримена у деформационој анализи конструкција.Позанто је да се понашање конструкције и тла моделује на основугеомеханичких и статичких прорачуна. Геомаханички прорачуни се базирају наоснову узетих узорака тла. Ови узорци не могу да репрезентују понашање целогтла на коме се гради објекат. Статички прорачун се базира на правилничкимодредбама. Међутим, приликом изградње објекта долази до грешака (квалитетуграђеног материјала и пропуста приликом градње) и необезбеђивањапројектоване геометрије објекта.Сврха моделирања на основу експерименталних података је: проверапрорачуна, спречавање људских и материјалних катастрофа као и побољшањестандарда изградње. Познато је да се мониторингом конструкција и тла баве:грађевинска, геолошка и геодетска струка. Све ове струке морају да сарађују икористе исту терминологију да би се успешно извршио мониторинг конструкција.РезимеГеодетска методама мери се само одговор конструкције (излазне сигнале) и јединаодређује померања и деформације у апсолутном систему., The subject of this dissertation is modeling the behavior of structures andsurrounding ground using system identification procedures, respectively based onexperimental data. This paper explains all the procedures of identification systems andtheir application in deformation analysis of structures.It is known that structural and surrounding ground behavior is modeled on the basisof geomehanical and static calculations. Geomehanical calculations are based onsamples taken on the ground. These samples may not represent the behavior of thewhole ground on which build an structure. Statically analysis is based on rule bookregulations. However, during construction of the building leads to errors (qualitymaterials and omission during the building) and failure to ensure the projectedgeometry.The purpose of modeling based on experimental data is checking the project,preventing human and material disasters and improve the standard of construction. It isknown that the monitoring of structures and ground deal in: civil engineering, geology,and geodetic professions. All these professions must work together and use the sameterminology in order to successfully performed construction monitoring. By geodeticAbstractmethod we measures only the structural responses (output signals) and it is onlyprofession which determines the movement and deformation in the absolute system.Practical research is meant: analysis of time series of geodetic monitoring in time andfrequency domain and possibility of using these data to define the system order andorder of models, analyzing the complexity of experimental modeling of deformationprocesses using the system identification procedure, the possibility of approximation ofnonlinear dynamical processes by linear models, the proposed procedure determiningthe sampling of observations based on experimentally determining model (systemidentification). This research was derived on the simulated time series of settlementconstruction and the measured data of displacements of the pylon of the bridge,"Sloboda" in Novi Sad during test load of structure.",
publisher = "Универзитет у Београду, Грађевински факултет",
journal = "Универзитет у Београду",
title = "Линеарно и нелинеарно моделирање геодетски регистрованих деформационих процеса конструкција, Linear and nonlinear modeling geodetic registred deformation processes of structures",
url = "https://hdl.handle.net/21.15107/rcub_nardus_2187"
}

Milovanović, B. Đ.. (2012). Линеарно и нелинеарно моделирање геодетски регистрованих деформационих процеса конструкција. in Универзитет у Београду
Универзитет у Београду, Грађевински факултет..
https://hdl.handle.net/21.15107/rcub_nardus_2187

Milovanović BĐ. Линеарно и нелинеарно моделирање геодетски регистрованих деформационих процеса конструкција. in Универзитет у Београду. 2012;.
https://hdl.handle.net/21.15107/rcub_nardus_2187 .

Milovanović, Branko Đ., "Линеарно и нелинеарно моделирање геодетски регистрованих деформационих процеса конструкција" in Универзитет у Београду (2012),
https://hdl.handle.net/21.15107/rcub_nardus_2187 .

TY  - JOUR
AU  - Božić, Branko
AU  - Ašanin, Slobodan
AU  - Gospavić, Zagorka
AU  - Milovanović, Branko
PY  - 2010
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/339
AB  - The new position of the Kolubara river has been finished since 19.09.2007. Starting from that time, new works are oriented through finishing activities regarding to the new river flow. This article presents the geodetic methods of deformation analysis and explains the activities and contents of the new design of geodetic work which aims to monitoring of horizontal deplacement of the terrain around the area of the new river banks.
AB  - Osnovno korito novog toka Kolubare je završeno i u funkciji je od 19.09.2007. godine. Od dana usmeravanja toka u novoizgrađeno korito Kolubare, odvijaju se radovi na završetku regulacionih i zaptivnih radova i redovno kontrolišu efekti novog rešenja. Ovaj rad se bavi primenom geodetskih metoda merenja u praćenja pomeranja terena u zoni objekta. S obzirom na odluku rukovodstva površinskog kopa Kolubara da se buduća geodetska osmatranja moraju realizovati po unapred predviđenom planu opažanja i metodologiji, urađen je Glavni projekat geodetskog osmatranja u vertikalnoj i horizotalnoj ravni. Rad daje pregled dela Glavnog projekta koji se odnosi na definisanje postupaka i procedura u okviru geodetskog osmatranja horizontalnih pomeranja terena u zoni novog korita.
PB  - Savez inženjera i tehničara Srbije, Beograd
T2  - Tehnika - Naše građevinarstvo
T1  - The main project of horizontal deplacement monitoring by geodetic methods at the area of 'Nova Kolubara'
T1  - Glavni projekat geodetskog osmatranja horizontalnog pomeranja priobalja reke 'Nova Kolubara'
EP  - 17
IS  - 4
SP  - 11
VL  - 64
UR  - https://hdl.handle.net/21.15107/rcub_grafar_339
ER  - 

@article{
author = "Božić, Branko and Ašanin, Slobodan and Gospavić, Zagorka and Milovanović, Branko",
year = "2010",
abstract = "The new position of the Kolubara river has been finished since 19.09.2007. Starting from that time, new works are oriented through finishing activities regarding to the new river flow. This article presents the geodetic methods of deformation analysis and explains the activities and contents of the new design of geodetic work which aims to monitoring of horizontal deplacement of the terrain around the area of the new river banks., Osnovno korito novog toka Kolubare je završeno i u funkciji je od 19.09.2007. godine. Od dana usmeravanja toka u novoizgrađeno korito Kolubare, odvijaju se radovi na završetku regulacionih i zaptivnih radova i redovno kontrolišu efekti novog rešenja. Ovaj rad se bavi primenom geodetskih metoda merenja u praćenja pomeranja terena u zoni objekta. S obzirom na odluku rukovodstva površinskog kopa Kolubara da se buduća geodetska osmatranja moraju realizovati po unapred predviđenom planu opažanja i metodologiji, urađen je Glavni projekat geodetskog osmatranja u vertikalnoj i horizotalnoj ravni. Rad daje pregled dela Glavnog projekta koji se odnosi na definisanje postupaka i procedura u okviru geodetskog osmatranja horizontalnih pomeranja terena u zoni novog korita.",
publisher = "Savez inženjera i tehničara Srbije, Beograd",
journal = "Tehnika - Naše građevinarstvo",
title = "The main project of horizontal deplacement monitoring by geodetic methods at the area of 'Nova Kolubara', Glavni projekat geodetskog osmatranja horizontalnog pomeranja priobalja reke 'Nova Kolubara'",
pages = "17-11",
number = "4",
volume = "64",
url = "https://hdl.handle.net/21.15107/rcub_grafar_339"
}

Božić, B., Ašanin, S., Gospavić, Z.,& Milovanović, B.. (2010). The main project of horizontal deplacement monitoring by geodetic methods at the area of 'Nova Kolubara'. in Tehnika - Naše građevinarstvo
Savez inženjera i tehničara Srbije, Beograd., 64(4), 11-17.
https://hdl.handle.net/21.15107/rcub_grafar_339

Božić B, Ašanin S, Gospavić Z, Milovanović B. The main project of horizontal deplacement monitoring by geodetic methods at the area of 'Nova Kolubara'. in Tehnika - Naše građevinarstvo. 2010;64(4):11-17.
https://hdl.handle.net/21.15107/rcub_grafar_339 .

Božić, Branko, Ašanin, Slobodan, Gospavić, Zagorka, Milovanović, Branko, "The main project of horizontal deplacement monitoring by geodetic methods at the area of 'Nova Kolubara'" in Tehnika - Naše građevinarstvo, 64, no. 4 (2010):11-17,
https://hdl.handle.net/21.15107/rcub_grafar_339 .