TY  - JOUR
AU  - Đurović, R.
AU  - Aleksić, Ivan R.
AU  - Mihajlović, Rajica
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1105
AB  - The paper provides an overview of the maintenance of the state survey, as the foundation for the development of the geodetic infrastructure, real estate cadastre, mapping and the National Spatial Data Infrastructure (NSDI) in the Republic of Montenegro. A proper understanding of the problems that emerge in the maintenance of the real estate cadastre requires familiarity with its background, i.e. the conditions under which it emerged. Particular attention is focused on geodetic reference networks, as the foundation upon which the cadastral databases were established and have subsequently been maintained, with analysis of their occurrence and current state included.
T2  - Survey Review
T1  - Maintenance of the state survey in the Republic of Montenegro
EP  - 45
IS  - 358
SP  - 36
VL  - 50
DO  - 10.1080/00396265.2016.1221215
ER  - 

@article{
author = "Đurović, R. and Aleksić, Ivan R. and Mihajlović, Rajica",
year = "2018",
abstract = "The paper provides an overview of the maintenance of the state survey, as the foundation for the development of the geodetic infrastructure, real estate cadastre, mapping and the National Spatial Data Infrastructure (NSDI) in the Republic of Montenegro. A proper understanding of the problems that emerge in the maintenance of the real estate cadastre requires familiarity with its background, i.e. the conditions under which it emerged. Particular attention is focused on geodetic reference networks, as the foundation upon which the cadastral databases were established and have subsequently been maintained, with analysis of their occurrence and current state included.",
journal = "Survey Review",
title = "Maintenance of the state survey in the Republic of Montenegro",
pages = "45-36",
number = "358",
volume = "50",
doi = "10.1080/00396265.2016.1221215"
}

Đurović, R., Aleksić, I. R.,& Mihajlović, R.. (2018). Maintenance of the state survey in the Republic of Montenegro. in Survey Review, 50(358), 36-45.
https://doi.org/10.1080/00396265.2016.1221215

Đurović R, Aleksić IR, Mihajlović R. Maintenance of the state survey in the Republic of Montenegro. in Survey Review. 2018;50(358):36-45.
doi:10.1080/00396265.2016.1221215 .

Đurović, R., Aleksić, Ivan R., Mihajlović, Rajica, "Maintenance of the state survey in the Republic of Montenegro" in Survey Review, 50, no. 358 (2018):36-45,
https://doi.org/10.1080/00396265.2016.1221215 . .

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  - Aleksić, Ivan R.
AU  - Kuburić, Miroslav
AU  - Aleksić, Ljiljana
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/850
AB  - The paper provides overview of research and studies covering implementation and development of the National Spatial Data Infrastructure (NSDI) concept in Serbia. Research had been done in 2011 divided by 2013, with the objective to determine situation in geo-sector and the INSPIRE Directive implementation. The results of these studies are the basis and inspiration for the creation of new technological development projects and the concept of NSDI in the period 2014 divided by 2020. The institutions in charge of implementation of NSDI are making significant efforts in implementation of the INSPIRE Directive through regional or national projects. The present paper elaborates the achieved level of NSDI technical implementation, data, network services and provides recommendations for future development. Future development of the NSDI will be based on the accurate, reliable and updated spatial information collected with various modern technologies. The Global Navigation Satellite System (GNSS) technology and the NSDI concept are constitutive parts of the main development trends.
PB  - Strojarski Facultet
T2  - Tehnički vjesnik / Technical Gazette
T1  - Technical implementation of the national spatial data infrastructure in Serbia
EP  - 325
IS  - 1
SP  - 319
VL  - 24
DO  - 10.17559/TV-20140819095348
ER  - 

@article{
author = "Aleksić, Ivan R. and Kuburić, Miroslav and Aleksić, Ljiljana",
year = "2017",
abstract = "The paper provides overview of research and studies covering implementation and development of the National Spatial Data Infrastructure (NSDI) concept in Serbia. Research had been done in 2011 divided by 2013, with the objective to determine situation in geo-sector and the INSPIRE Directive implementation. The results of these studies are the basis and inspiration for the creation of new technological development projects and the concept of NSDI in the period 2014 divided by 2020. The institutions in charge of implementation of NSDI are making significant efforts in implementation of the INSPIRE Directive through regional or national projects. The present paper elaborates the achieved level of NSDI technical implementation, data, network services and provides recommendations for future development. Future development of the NSDI will be based on the accurate, reliable and updated spatial information collected with various modern technologies. The Global Navigation Satellite System (GNSS) technology and the NSDI concept are constitutive parts of the main development trends.",
publisher = "Strojarski Facultet",
journal = "Tehnički vjesnik / Technical Gazette",
title = "Technical implementation of the national spatial data infrastructure in Serbia",
pages = "325-319",
number = "1",
volume = "24",
doi = "10.17559/TV-20140819095348"
}

Aleksić, I. R., Kuburić, M.,& Aleksić, L.. (2017). Technical implementation of the national spatial data infrastructure in Serbia. in Tehnički vjesnik / Technical Gazette
Strojarski Facultet., 24(1), 319-325.
https://doi.org/10.17559/TV-20140819095348

Aleksić IR, Kuburić M, Aleksić L. Technical implementation of the national spatial data infrastructure in Serbia. in Tehnički vjesnik / Technical Gazette. 2017;24(1):319-325.
doi:10.17559/TV-20140819095348 .

Aleksić, Ivan R., Kuburić, Miroslav, Aleksić, Ljiljana, "Technical implementation of the national spatial data infrastructure in Serbia" in Tehnički vjesnik / Technical Gazette, 24, no. 1 (2017):319-325,
https://doi.org/10.17559/TV-20140819095348 . .

TY  - JOUR
AU  - Susić, Zoran
AU  - Batilović, Mehmed
AU  - Ninkov, Tosa
AU  - Bulatović, Vladimir
AU  - Aleksić, Ivan R.
AU  - Nikolić, Gojko
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/872
AB  - The deformation measurements are performed for the purpose of obtaining information concerning ground movement and objects on the ground within given time intervals. For the purpose of improving conventional models of deformation analysis (CDA) it is desirable to use several different methods and also implement alternative procedures as a further improvement, such as the concept of robust geodetic networks and strain analysis, aimed at obtaining objective information about the movements. In the present paper, in addition to the CDA methods, we also analyze the robust methods in deformation detecting and the method of the strain analysis based on elasticity theory as a supplement to the conventional geometric deformation methods (CDA). The mentioned methods are applied and analysed for the case of a test example of Fruska Gora in Serbia, for which there exist geological and geophysical studies of recent tectonic movements. The measuring results for two measuring epochs concern the GNSS vectors measured by applying the fast static method within closed polygons over a ten-year interval, where only the horizontal movement component is analysed. The efficiency of the applied CDA and robust methods is measured by applying a mean success rate (MSR) by applying Monte Carlo simulations in order to investigate the efficiency of a given methods for a given control network.
PB  - Academy of Sciences of the Czech Republic,
T2  - Acta Geodynamica Et Geomaterialia
T1  - Geometric deformation analysis in free geodetic networks: case study for Fruska Gora in Serbia
EP  - 355
IS  - 3
SP  - 341
VL  - 14
DO  - 10.13168/AGG.2017.0017
ER  - 

@article{
author = "Susić, Zoran and Batilović, Mehmed and Ninkov, Tosa and Bulatović, Vladimir and Aleksić, Ivan R. and Nikolić, Gojko",
year = "2017",
abstract = "The deformation measurements are performed for the purpose of obtaining information concerning ground movement and objects on the ground within given time intervals. For the purpose of improving conventional models of deformation analysis (CDA) it is desirable to use several different methods and also implement alternative procedures as a further improvement, such as the concept of robust geodetic networks and strain analysis, aimed at obtaining objective information about the movements. In the present paper, in addition to the CDA methods, we also analyze the robust methods in deformation detecting and the method of the strain analysis based on elasticity theory as a supplement to the conventional geometric deformation methods (CDA). The mentioned methods are applied and analysed for the case of a test example of Fruska Gora in Serbia, for which there exist geological and geophysical studies of recent tectonic movements. The measuring results for two measuring epochs concern the GNSS vectors measured by applying the fast static method within closed polygons over a ten-year interval, where only the horizontal movement component is analysed. The efficiency of the applied CDA and robust methods is measured by applying a mean success rate (MSR) by applying Monte Carlo simulations in order to investigate the efficiency of a given methods for a given control network.",
publisher = "Academy of Sciences of the Czech Republic,",
journal = "Acta Geodynamica Et Geomaterialia",
title = "Geometric deformation analysis in free geodetic networks: case study for Fruska Gora in Serbia",
pages = "355-341",
number = "3",
volume = "14",
doi = "10.13168/AGG.2017.0017"
}

Susić, Z., Batilović, M., Ninkov, T., Bulatović, V., Aleksić, I. R.,& Nikolić, G.. (2017). Geometric deformation analysis in free geodetic networks: case study for Fruska Gora in Serbia. in Acta Geodynamica Et Geomaterialia
Academy of Sciences of the Czech Republic,., 14(3), 341-355.
https://doi.org/10.13168/AGG.2017.0017

Susić Z, Batilović M, Ninkov T, Bulatović V, Aleksić IR, Nikolić G. Geometric deformation analysis in free geodetic networks: case study for Fruska Gora in Serbia. in Acta Geodynamica Et Geomaterialia. 2017;14(3):341-355.
doi:10.13168/AGG.2017.0017 .

Susić, Zoran, Batilović, Mehmed, Ninkov, Tosa, Bulatović, Vladimir, Aleksić, Ivan R., Nikolić, Gojko, "Geometric deformation analysis in free geodetic networks: case study for Fruska Gora in Serbia" in Acta Geodynamica Et Geomaterialia, 14, no. 3 (2017):341-355,
https://doi.org/10.13168/AGG.2017.0017 . .

TY  - JOUR
AU  - Susić, Zoran
AU  - Batilović, Mehmed
AU  - Ninkov, Tosa
AU  - Aleksić, Ivan R.
AU  - Bulatović, Vladimir
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/694
AB  - This paper is based on comparative analysis of applied analysis methods on geodetic networks deformation, based on two-dimensional components of GNSS baseline vectors simulated by two epochs, for the purpose of identifying significant movements in horizontal plane. The following models of deformation analysis have been applied: Pelzer (Hanover procedure) method, Karlsruhe method, Modified Karlsruhe method, and the method implemented in the JAG3D open-source software.
T2  - Geodetski vestnik
T1  - Identification of movements using different geodetic methods of deformation analysis
EP  - 553
IS  - 3
SP  - 537
VL  - 59
DO  - 10.15292/geodetski-vestnik.2015.03.537-553
ER  - 

@article{
author = "Susić, Zoran and Batilović, Mehmed and Ninkov, Tosa and Aleksić, Ivan R. and Bulatović, Vladimir",
year = "2015",
abstract = "This paper is based on comparative analysis of applied analysis methods on geodetic networks deformation, based on two-dimensional components of GNSS baseline vectors simulated by two epochs, for the purpose of identifying significant movements in horizontal plane. The following models of deformation analysis have been applied: Pelzer (Hanover procedure) method, Karlsruhe method, Modified Karlsruhe method, and the method implemented in the JAG3D open-source software.",
journal = "Geodetski vestnik",
title = "Identification of movements using different geodetic methods of deformation analysis",
pages = "553-537",
number = "3",
volume = "59",
doi = "10.15292/geodetski-vestnik.2015.03.537-553"
}

Susić, Z., Batilović, M., Ninkov, T., Aleksić, I. R.,& Bulatović, V.. (2015). Identification of movements using different geodetic methods of deformation analysis. in Geodetski vestnik, 59(3), 537-553.
https://doi.org/10.15292/geodetski-vestnik.2015.03.537-553

Susić Z, Batilović M, Ninkov T, Aleksić IR, Bulatović V. Identification of movements using different geodetic methods of deformation analysis. in Geodetski vestnik. 2015;59(3):537-553.
doi:10.15292/geodetski-vestnik.2015.03.537-553 .

Susić, Zoran, Batilović, Mehmed, Ninkov, Tosa, Aleksić, Ivan R., Bulatović, Vladimir, "Identification of movements using different geodetic methods of deformation analysis" in Geodetski vestnik, 59, no. 3 (2015):537-553,
https://doi.org/10.15292/geodetski-vestnik.2015.03.537-553 . .

TY  - JOUR
AU  - Aleksić, Ivan R.
AU  - Gučević, Jelena
AU  - Milićević-Sekulić, Dragana
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/590
AB  - Sharing of spatial information between the state establishments and private sector, based on standards for technical infrastructure of spatial data and services, is the strategic objective of the Mid-Term Program of Works of the Republic of Serbia, covering the National Spatial Data Infrastructure (NSDI) Instigation and the maintenance for the period from 2011 to 2015. With the objective to achieve the goals set, the research was performed, with the results published in the present paper. The paper shows the status in the Spatial Data Infrastructure instigation; with the evaluation of development level achieved and recommendations for the future INSPIRE Directive implementation in Serbia. Geodata status analysis was performed over the sample of 78 local government organisations, state administration bodies, public enterprises and educational institutions. Overview was given for use, the types and availability conditions for spatial data. The issues of NSDI concept implementation were particularly noted, referring to the pricing policy for spatial data use, for the legislation and issues in spatial data coordination in the Republic of Serbia.
T2  - Geodetski vestnik
T1  - Geodata management by developing of national data infrastructure in the republic of Serbia
EP  - 766
IS  - 4
SP  - 756
VL  - 58
DO  - 10.15292/geodetski-vestnik.2014.04.756-766
ER  - 

@article{
author = "Aleksić, Ivan R. and Gučević, Jelena and Milićević-Sekulić, Dragana",
year = "2014",
abstract = "Sharing of spatial information between the state establishments and private sector, based on standards for technical infrastructure of spatial data and services, is the strategic objective of the Mid-Term Program of Works of the Republic of Serbia, covering the National Spatial Data Infrastructure (NSDI) Instigation and the maintenance for the period from 2011 to 2015. With the objective to achieve the goals set, the research was performed, with the results published in the present paper. The paper shows the status in the Spatial Data Infrastructure instigation; with the evaluation of development level achieved and recommendations for the future INSPIRE Directive implementation in Serbia. Geodata status analysis was performed over the sample of 78 local government organisations, state administration bodies, public enterprises and educational institutions. Overview was given for use, the types and availability conditions for spatial data. The issues of NSDI concept implementation were particularly noted, referring to the pricing policy for spatial data use, for the legislation and issues in spatial data coordination in the Republic of Serbia.",
journal = "Geodetski vestnik",
title = "Geodata management by developing of national data infrastructure in the republic of Serbia",
pages = "766-756",
number = "4",
volume = "58",
doi = "10.15292/geodetski-vestnik.2014.04.756-766"
}

Aleksić, I. R., Gučević, J.,& Milićević-Sekulić, D.. (2014). Geodata management by developing of national data infrastructure in the republic of Serbia. in Geodetski vestnik, 58(4), 756-766.
https://doi.org/10.15292/geodetski-vestnik.2014.04.756-766

Aleksić IR, Gučević J, Milićević-Sekulić D. Geodata management by developing of national data infrastructure in the republic of Serbia. in Geodetski vestnik. 2014;58(4):756-766.
doi:10.15292/geodetski-vestnik.2014.04.756-766 .

Aleksić, Ivan R., Gučević, Jelena, Milićević-Sekulić, Dragana, "Geodata management by developing of national data infrastructure in the republic of Serbia" in Geodetski vestnik, 58, no. 4 (2014):756-766,
https://doi.org/10.15292/geodetski-vestnik.2014.04.756-766 . .

TY  - JOUR
AU  - Odalović, Oleg
AU  - Starcević, Miroslav
AU  - Grekulović, Sanja
AU  - Burazer, Milenko
AU  - Aleksić, Ivan R.
PY  - 2012
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/440
AB  - In this paper, gravimetric work performed in the territory of Serbia is shown chronologically from the end of the nineteenth century until present. The first work, which was based on data from pendulums, is presented briefly. Details are provided on the establishment of the first order gravimetric network from 1952 and a basic gravimetric network created 10 years later. A review of a detailed gravimetric measurement, performed simultaneously with these works for establishing the networks, is also given. Special attention is dedicated to the first measurements using absolute gravimeters that were performed in 2007, but also to establishing a new basic gravimetric network as a basis for a future detailed gravimetric survey. From all of the shown data, it is to be noted that ex-Yugoslavia and then Serbia followed to a great extent modern trends of gravimetric network development. Unfortunately, the network maintenance was inadequate, and a database was not established due to the political and economic changes in the society, which caused suspension of some institutions that were authorised for these types of jobs.
T2  - Survey Review
T1  - The establishment of a new gravity reference frame for Serbia
EP  - 281
IS  - 327
SP  - 272
VL  - 44
DO  - 10.1179/1752270611Y.0000000033
ER  - 

@article{
author = "Odalović, Oleg and Starcević, Miroslav and Grekulović, Sanja and Burazer, Milenko and Aleksić, Ivan R.",
year = "2012",
abstract = "In this paper, gravimetric work performed in the territory of Serbia is shown chronologically from the end of the nineteenth century until present. The first work, which was based on data from pendulums, is presented briefly. Details are provided on the establishment of the first order gravimetric network from 1952 and a basic gravimetric network created 10 years later. A review of a detailed gravimetric measurement, performed simultaneously with these works for establishing the networks, is also given. Special attention is dedicated to the first measurements using absolute gravimeters that were performed in 2007, but also to establishing a new basic gravimetric network as a basis for a future detailed gravimetric survey. From all of the shown data, it is to be noted that ex-Yugoslavia and then Serbia followed to a great extent modern trends of gravimetric network development. Unfortunately, the network maintenance was inadequate, and a database was not established due to the political and economic changes in the society, which caused suspension of some institutions that were authorised for these types of jobs.",
journal = "Survey Review",
title = "The establishment of a new gravity reference frame for Serbia",
pages = "281-272",
number = "327",
volume = "44",
doi = "10.1179/1752270611Y.0000000033"
}

Odalović, O., Starcević, M., Grekulović, S., Burazer, M.,& Aleksić, I. R.. (2012). The establishment of a new gravity reference frame for Serbia. in Survey Review, 44(327), 272-281.
https://doi.org/10.1179/1752270611Y.0000000033

Odalović O, Starcević M, Grekulović S, Burazer M, Aleksić IR. The establishment of a new gravity reference frame for Serbia. in Survey Review. 2012;44(327):272-281.
doi:10.1179/1752270611Y.0000000033 .

Odalović, Oleg, Starcević, Miroslav, Grekulović, Sanja, Burazer, Milenko, Aleksić, Ivan R., "The establishment of a new gravity reference frame for Serbia" in Survey Review, 44, no. 327 (2012):272-281,
https://doi.org/10.1179/1752270611Y.0000000033 . .

TY  - JOUR
AU  - Pandžić, Jelena
AU  - Erić, Verica
AU  - Aleksić, Ivan R.
PY  - 2012
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/452
AB  - Geodetic network design for numerous practical applications (surveying, staking out of characteristic points of an object in construction, control of geometry of a built-up object, monitoring, etc) represents a problem which requires implementation of well-known optimization methods. Optimization aim is establishing as much accurate and reliable geodetic network as possible with as less costs as possible. Geodetic network optimization is classified into different orders but in this paper only the second order design which deals with the determination of the weights of network measurements is presented. Within the second order design it is necessary to form a criterion matrix which substitutes real covariance matrix and to define observation scheme in network. The criterion matrix is formed by using one of the correlation functions whose arguments are distances between geodetic network points. This paper presents comparative analysis of the results of the second order design of trilateration geodetic network. These results were obtained by using TK-structured criterion matrices formed by using Gaussian and Baarda’s correlation functions of point coordinates. As it was expected, Gaussian correlation function is the one that proved as a better choice because it generally adapts better to the geodetic network requirements than Baarda’s correlation function: the results obtained by using Gaussian correlation function tolerate less accurate distance measurements.
AB  - Projektovanje geodetske mreže za razne potrebe u praksi (premer, obeležavanje karakterističnih tačaka nekog objekta u izgradnji, kontrola geometrije izgrađenog objekta, monitoring, itd.) predstavlja problem koji zahteva primenu poznatih metoda optimizacije. Cilj optimizacije je uspostavljanje geodetske mreže sa što većom pouzdanošću, tačnošću i uz što manje troškove. Optimizacija projektovanja geodetskih mreža klasifikuje se u različite redove ali je u okviru rada prikazana samo optimizacija drugog reda koja podrazumeva određivanje optimalnih težina planiranih merenja u geodetskoj mreži. U okviru optimizacije drugog reda neophodno je formirati kriterijum matricu koja zamenjuje realnu kovarijacionu matricu i definisati plan opažanja u mreži. Kriterijum matrica se formira na osnovu neke korelacione funkcije koordinata tačaka čiji su argumenti dužine između tačaka geodetske mreže. U radu je izvršena uporedna analiza rezultata optimizacije drugog reda trilateracione geodetske mreže dobijenih korišćenjem kriterijum matrica TK strukture,koje su formirane na osnovu Gausove i Bardine korelacione funkcije koordinata tačaka. Kao što se i očekivalo, Gausova korelaciona funkcija se pokazala kao bolji izbor prilikom kreiranja kriterijum matrice kofaktora jer zbog njene bolje prilagodljivosti uslovima koje geodetska mreža treba da ispuni (u odnosu na Bardinu korelacionu funkciju), dobijeni odgovarajući rezultati optimizacije dopuštaju merenje dužina sa manjom tačnošću.
PB  - Savez inženjera i tehničara Srbije, Beograd
T2  - Tehnika
T1  - Second order design of geodetic network using different TK structured criterion matrices
T1  - Optimizacija drugog reda geodetske mreže korišćenjem različitih kriterijum matrica TK strukture
EP  - 536
IS  - 4
SP  - 530
VL  - 67
UR  - https://hdl.handle.net/21.15107/rcub_grafar_452
ER  - 

@article{
author = "Pandžić, Jelena and Erić, Verica and Aleksić, Ivan R.",
year = "2012",
abstract = "Geodetic network design for numerous practical applications (surveying, staking out of characteristic points of an object in construction, control of geometry of a built-up object, monitoring, etc) represents a problem which requires implementation of well-known optimization methods. Optimization aim is establishing as much accurate and reliable geodetic network as possible with as less costs as possible. Geodetic network optimization is classified into different orders but in this paper only the second order design which deals with the determination of the weights of network measurements is presented. Within the second order design it is necessary to form a criterion matrix which substitutes real covariance matrix and to define observation scheme in network. The criterion matrix is formed by using one of the correlation functions whose arguments are distances between geodetic network points. This paper presents comparative analysis of the results of the second order design of trilateration geodetic network. These results were obtained by using TK-structured criterion matrices formed by using Gaussian and Baarda’s correlation functions of point coordinates. As it was expected, Gaussian correlation function is the one that proved as a better choice because it generally adapts better to the geodetic network requirements than Baarda’s correlation function: the results obtained by using Gaussian correlation function tolerate less accurate distance measurements., Projektovanje geodetske mreže za razne potrebe u praksi (premer, obeležavanje karakterističnih tačaka nekog objekta u izgradnji, kontrola geometrije izgrađenog objekta, monitoring, itd.) predstavlja problem koji zahteva primenu poznatih metoda optimizacije. Cilj optimizacije je uspostavljanje geodetske mreže sa što većom pouzdanošću, tačnošću i uz što manje troškove. Optimizacija projektovanja geodetskih mreža klasifikuje se u različite redove ali je u okviru rada prikazana samo optimizacija drugog reda koja podrazumeva određivanje optimalnih težina planiranih merenja u geodetskoj mreži. U okviru optimizacije drugog reda neophodno je formirati kriterijum matricu koja zamenjuje realnu kovarijacionu matricu i definisati plan opažanja u mreži. Kriterijum matrica se formira na osnovu neke korelacione funkcije koordinata tačaka čiji su argumenti dužine između tačaka geodetske mreže. U radu je izvršena uporedna analiza rezultata optimizacije drugog reda trilateracione geodetske mreže dobijenih korišćenjem kriterijum matrica TK strukture,koje su formirane na osnovu Gausove i Bardine korelacione funkcije koordinata tačaka. Kao što se i očekivalo, Gausova korelaciona funkcija se pokazala kao bolji izbor prilikom kreiranja kriterijum matrice kofaktora jer zbog njene bolje prilagodljivosti uslovima koje geodetska mreža treba da ispuni (u odnosu na Bardinu korelacionu funkciju), dobijeni odgovarajući rezultati optimizacije dopuštaju merenje dužina sa manjom tačnošću.",
publisher = "Savez inženjera i tehničara Srbije, Beograd",
journal = "Tehnika",
title = "Second order design of geodetic network using different TK structured criterion matrices, Optimizacija drugog reda geodetske mreže korišćenjem različitih kriterijum matrica TK strukture",
pages = "536-530",
number = "4",
volume = "67",
url = "https://hdl.handle.net/21.15107/rcub_grafar_452"
}

Pandžić, J., Erić, V.,& Aleksić, I. R.. (2012). Second order design of geodetic network using different TK structured criterion matrices. in Tehnika
Savez inženjera i tehničara Srbije, Beograd., 67(4), 530-536.
https://hdl.handle.net/21.15107/rcub_grafar_452

Pandžić J, Erić V, Aleksić IR. Second order design of geodetic network using different TK structured criterion matrices. in Tehnika. 2012;67(4):530-536.
https://hdl.handle.net/21.15107/rcub_grafar_452 .

Pandžić, Jelena, Erić, Verica, Aleksić, Ivan R., "Second order design of geodetic network using different TK structured criterion matrices" in Tehnika, 67, no. 4 (2012):530-536,
https://hdl.handle.net/21.15107/rcub_grafar_452 .

TY  - CONF
AU  - Odalović, Oleg
AU  - Popović, Jovan
AU  - Grekulović, Sanja
AU  - Todorović-Drakul, Miljana
AU  - Aleksić, Ivan R.
PY  - 2011
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2238
AB  - Geodetic reference systems and their realization at the territory of Serbia have been created and maintained since the  end  of  19th  century.  Until  mid-80s  a  series  of reference  geodetic  networks  were  established:  trigonometric  networks  in four orders, two levelling networks of high accuracybut also a series of gravimetric networks. In the following period of 20 years,  there  were  not  any  organized  worksaiming  to  maintenance  of  existing  networks  and  creating  new  ones.  In  1996, works  started  again  on  developing  a  new  geodetic  infrastructure  in  the  form  of  realizing:  a  passive  geodetic  network,  a network  of  permanent  stations  (AGROS  –  the  active  geodetic  reference  network  of  Serbia)  as  well  as  basic  gravimetric networks. In this paperwork, a short review of works aiming to establish and use said networks is given but also a series of suggestions for a future development of geodetic infrastructure of Serbia.
PB  - University of Belgrade - Faculty of Civil Engineering
C3  - Proceedings of International Scientific Conference Professional Practice and Education in Geodesy And Related Fields
T1  - Geodetic infrastructure of Serbia
SP  - 192
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2238
ER  - 

@conference{
author = "Odalović, Oleg and Popović, Jovan and Grekulović, Sanja and Todorović-Drakul, Miljana and Aleksić, Ivan R.",
year = "2011",
abstract = "Geodetic reference systems and their realization at the territory of Serbia have been created and maintained since the  end  of  19th  century.  Until  mid-80s  a  series  of reference  geodetic  networks  were  established:  trigonometric  networks  in four orders, two levelling networks of high accuracybut also a series of gravimetric networks. In the following period of 20 years,  there  were  not  any  organized  worksaiming  to  maintenance  of  existing  networks  and  creating  new  ones.  In  1996, works  started  again  on  developing  a  new  geodetic  infrastructure  in  the  form  of  realizing:  a  passive  geodetic  network,  a network  of  permanent  stations  (AGROS  –  the  active  geodetic  reference  network  of  Serbia)  as  well  as  basic  gravimetric networks. In this paperwork, a short review of works aiming to establish and use said networks is given but also a series of suggestions for a future development of geodetic infrastructure of Serbia.",
publisher = "University of Belgrade - Faculty of Civil Engineering",
journal = "Proceedings of International Scientific Conference Professional Practice and Education in Geodesy And Related Fields",
title = "Geodetic infrastructure of Serbia",
pages = "192",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2238"
}

Odalović, O., Popović, J., Grekulović, S., Todorović-Drakul, M.,& Aleksić, I. R.. (2011). Geodetic infrastructure of Serbia. in Proceedings of International Scientific Conference Professional Practice and Education in Geodesy And Related Fields
University of Belgrade - Faculty of Civil Engineering., 192.
https://hdl.handle.net/21.15107/rcub_grafar_2238

Odalović O, Popović J, Grekulović S, Todorović-Drakul M, Aleksić IR. Geodetic infrastructure of Serbia. in Proceedings of International Scientific Conference Professional Practice and Education in Geodesy And Related Fields. 2011;:192.
https://hdl.handle.net/21.15107/rcub_grafar_2238 .

Odalović, Oleg, Popović, Jovan, Grekulović, Sanja, Todorović-Drakul, Miljana, Aleksić, Ivan R., "Geodetic infrastructure of Serbia" in Proceedings of International Scientific Conference Professional Practice and Education in Geodesy And Related Fields (2011):192,
https://hdl.handle.net/21.15107/rcub_grafar_2238 .

TY  - JOUR
AU  - Aleksić, Ivan R.
AU  - Perin, N.D.
AU  - Popović, Jovan
PY  - 2011
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/378
AB  - Some special characteristics of linear systems of equations, which arise from geodetic network adjustment, optimization and pre-analysis, are outlined in this paper. Advantages and disadvantages of several methods for solving of the linear systems are discussed in the paper, considering their application to the problems arising from the geodetic network with large number of unknown parameters. Some of the scientific and expert achievements incorporated into the NetExpert software package were the subjects of this paper, including those in mathematics, geodesy and computer science.
T2  - Geodetski list
T1  - On computational aspects of data processing of geodetic networks with large number of unknown parameters
T1  - O računskim aspektima obrade podataka geodetskih mreža s velikim brojem nepoznatih parametara
EP  - 334
IS  - 4
SP  - 323
VL  - 65
UR  - https://hdl.handle.net/21.15107/rcub_grafar_378
ER  - 

@article{
author = "Aleksić, Ivan R. and Perin, N.D. and Popović, Jovan",
year = "2011",
abstract = "Some special characteristics of linear systems of equations, which arise from geodetic network adjustment, optimization and pre-analysis, are outlined in this paper. Advantages and disadvantages of several methods for solving of the linear systems are discussed in the paper, considering their application to the problems arising from the geodetic network with large number of unknown parameters. Some of the scientific and expert achievements incorporated into the NetExpert software package were the subjects of this paper, including those in mathematics, geodesy and computer science.",
journal = "Geodetski list",
title = "On computational aspects of data processing of geodetic networks with large number of unknown parameters, O računskim aspektima obrade podataka geodetskih mreža s velikim brojem nepoznatih parametara",
pages = "334-323",
number = "4",
volume = "65",
url = "https://hdl.handle.net/21.15107/rcub_grafar_378"
}

Aleksić, I. R., Perin, N.D.,& Popović, J.. (2011). On computational aspects of data processing of geodetic networks with large number of unknown parameters. in Geodetski list, 65(4), 323-334.
https://hdl.handle.net/21.15107/rcub_grafar_378

Aleksić IR, Perin N, Popović J. On computational aspects of data processing of geodetic networks with large number of unknown parameters. in Geodetski list. 2011;65(4):323-334.
https://hdl.handle.net/21.15107/rcub_grafar_378 .

Aleksić, Ivan R., Perin, N.D., Popović, Jovan, "On computational aspects of data processing of geodetic networks with large number of unknown parameters" in Geodetski list, 65, no. 4 (2011):323-334,
https://hdl.handle.net/21.15107/rcub_grafar_378 .

TY  - JOUR
AU  - Aleksić, Ivan R.
AU  - Odalović, Oleg
AU  - Blagojević, Dragan
PY  - 2010
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/300
AB  - The paper provides an overview of the strategic objectives for the development and maintenance of the State survey and real estate cadastre in Serbia for the years 2006-2015. We described project design and strategic objectives in details. Special attention was dedicated to the integrated strategy planning process. Effects of the achievement of the strategic objectives such as protection and security of real right, efficient, economical, quality and security of real estate market also were shown.
T2  - Survey Review
T1  - State survey and real estate cadastre in Serbia development and maintenance strategy
EP  - 396
IS  - 318
SP  - 388
VL  - 42
DO  - 10.1179/003962610X12747001420663
ER  - 

@article{
author = "Aleksić, Ivan R. and Odalović, Oleg and Blagojević, Dragan",
year = "2010",
abstract = "The paper provides an overview of the strategic objectives for the development and maintenance of the State survey and real estate cadastre in Serbia for the years 2006-2015. We described project design and strategic objectives in details. Special attention was dedicated to the integrated strategy planning process. Effects of the achievement of the strategic objectives such as protection and security of real right, efficient, economical, quality and security of real estate market also were shown.",
journal = "Survey Review",
title = "State survey and real estate cadastre in Serbia development and maintenance strategy",
pages = "396-388",
number = "318",
volume = "42",
doi = "10.1179/003962610X12747001420663"
}

Aleksić, I. R., Odalović, O.,& Blagojević, D.. (2010). State survey and real estate cadastre in Serbia development and maintenance strategy. in Survey Review, 42(318), 388-396.
https://doi.org/10.1179/003962610X12747001420663

Aleksić IR, Odalović O, Blagojević D. State survey and real estate cadastre in Serbia development and maintenance strategy. in Survey Review. 2010;42(318):388-396.
doi:10.1179/003962610X12747001420663 .

Aleksić, Ivan R., Odalović, Oleg, Blagojević, Dragan, "State survey and real estate cadastre in Serbia development and maintenance strategy" in Survey Review, 42, no. 318 (2010):388-396,
https://doi.org/10.1179/003962610X12747001420663 . .

TY  - JOUR
AU  - Aleksić, Ivan R.
AU  - Dedić, Aleksandar
AU  - Milenković, Saša
AU  - Pajić, Dragica
PY  - 2010
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/289
AB  - The paper gives information about the standards that support current standardization initiatives in geoinformation field. Increasing the reliability of the goods and effectiveness of the services which we use depend on standardization level. Aim of standardization process is getting people to agree on an acceptable technical solution. Standards are an important basis for development and implementation of the infrastructure for geodata. They facilitate the development, sharing, and use of geospatial data. In fact, they are ensuring that electronic data content and services are implemented to common standards in order to become easily accessible data. Standardization into geosector has to be coordinated with ongoing work on formulation of the INSPIRE implementing rules and the data sets specifications. The Law on Standardization establishes the legal bases of standardization in the Republic Serbia and defining competence of participants, as well as regulates the principles of preparation and application of standardization normative documents. The Institute for Standardization of Serbia is the only recognized national standardization body with aim to develop and promote standards contributing improvement of products and services of Serbia. Republic Geodetic Authority has started an initiative for establishing standardization Committee. The Institute for Standardization of Serbia formed the Technical Committee for standards in the field of geographic information, marked KS I 211. This Committee deals with standards regarding geographic information through following work of the Technical Committee ISO/TC 211 and CEN/TC 287.
AB  - U radu su date informacije o standardima koji podržavaju trenutne inicijative za standardizaciju u oblasti geoinformacija. Povećanje pouzdanosti dobara i efektivnosti usluga koje koristimo zavisi od nivoa standardizacije. Cilj procesa standardizacije je da se postigne dogovor između učesnika o prihvatljivom tehničkom rešenju. Standardi su važna osnova za razvoj i implementaciju infrastrukture geopodataka. Oni omogućavaju razvoj, razmenu i korišćenje prostornih podataka. Zapravo, osiguranje da su sadržaj digitalnih podataka i servisa implementirani sa zajedničkim standardima radi lakšeg pristupa podacima. Standardizacija u geosektoru mora biti koordinirana sa tekućim radom na formulisanju INSPIRE implementacionih pravila i tehničkih specifikacija za skupove podataka. Zakon o standardizaciji uspostavlja legalnu osnovu za standardizaciju u Republici Srbiji, definiše nadležnosti učesnika i reguliše načela pripreme i primene standarda. Institut za standardizaciju Srbije, kao nadležno nacionalno telo za standardizaciju, razvija i promoviše standarde doprinoseći unapređenju proizvoda i usluga u Srbiji. Republički geodetski zavod je pokrenuo inicijativu za osnivanje komisije za standardizaciju. Institut za standardizaciju Srbije formirao je Komisiju za standarde iz oblasti geografskih informacija sa oznakom KS I 211. Predmet rada ove komisije su standardi iz oblasti geografskih informacija kroz praćenje rada tehničkih komiteta ISO/TC 211 i CEN/TC 287.
PB  - Republički geodetski zavod Srbije, Beograd
T2  - Geodetska služba
T1  - Standards in geoinforamation area
T1  - Standardi u oblasti geoinformacija
EP  - 51
IS  - 113
SP  - 43
VL  - 39
UR  - https://hdl.handle.net/21.15107/rcub_grafar_289
ER  - 

@article{
author = "Aleksić, Ivan R. and Dedić, Aleksandar and Milenković, Saša and Pajić, Dragica",
year = "2010",
abstract = "The paper gives information about the standards that support current standardization initiatives in geoinformation field. Increasing the reliability of the goods and effectiveness of the services which we use depend on standardization level. Aim of standardization process is getting people to agree on an acceptable technical solution. Standards are an important basis for development and implementation of the infrastructure for geodata. They facilitate the development, sharing, and use of geospatial data. In fact, they are ensuring that electronic data content and services are implemented to common standards in order to become easily accessible data. Standardization into geosector has to be coordinated with ongoing work on formulation of the INSPIRE implementing rules and the data sets specifications. The Law on Standardization establishes the legal bases of standardization in the Republic Serbia and defining competence of participants, as well as regulates the principles of preparation and application of standardization normative documents. The Institute for Standardization of Serbia is the only recognized national standardization body with aim to develop and promote standards contributing improvement of products and services of Serbia. Republic Geodetic Authority has started an initiative for establishing standardization Committee. The Institute for Standardization of Serbia formed the Technical Committee for standards in the field of geographic information, marked KS I 211. This Committee deals with standards regarding geographic information through following work of the Technical Committee ISO/TC 211 and CEN/TC 287., U radu su date informacije o standardima koji podržavaju trenutne inicijative za standardizaciju u oblasti geoinformacija. Povećanje pouzdanosti dobara i efektivnosti usluga koje koristimo zavisi od nivoa standardizacije. Cilj procesa standardizacije je da se postigne dogovor između učesnika o prihvatljivom tehničkom rešenju. Standardi su važna osnova za razvoj i implementaciju infrastrukture geopodataka. Oni omogućavaju razvoj, razmenu i korišćenje prostornih podataka. Zapravo, osiguranje da su sadržaj digitalnih podataka i servisa implementirani sa zajedničkim standardima radi lakšeg pristupa podacima. Standardizacija u geosektoru mora biti koordinirana sa tekućim radom na formulisanju INSPIRE implementacionih pravila i tehničkih specifikacija za skupove podataka. Zakon o standardizaciji uspostavlja legalnu osnovu za standardizaciju u Republici Srbiji, definiše nadležnosti učesnika i reguliše načela pripreme i primene standarda. Institut za standardizaciju Srbije, kao nadležno nacionalno telo za standardizaciju, razvija i promoviše standarde doprinoseći unapređenju proizvoda i usluga u Srbiji. Republički geodetski zavod je pokrenuo inicijativu za osnivanje komisije za standardizaciju. Institut za standardizaciju Srbije formirao je Komisiju za standarde iz oblasti geografskih informacija sa oznakom KS I 211. Predmet rada ove komisije su standardi iz oblasti geografskih informacija kroz praćenje rada tehničkih komiteta ISO/TC 211 i CEN/TC 287.",
publisher = "Republički geodetski zavod Srbije, Beograd",
journal = "Geodetska služba",
title = "Standards in geoinforamation area, Standardi u oblasti geoinformacija",
pages = "51-43",
number = "113",
volume = "39",
url = "https://hdl.handle.net/21.15107/rcub_grafar_289"
}

Aleksić, I. R., Dedić, A., Milenković, S.,& Pajić, D.. (2010). Standards in geoinforamation area. in Geodetska služba
Republički geodetski zavod Srbije, Beograd., 39(113), 43-51.
https://hdl.handle.net/21.15107/rcub_grafar_289

Aleksić IR, Dedić A, Milenković S, Pajić D. Standards in geoinforamation area. in Geodetska služba. 2010;39(113):43-51.
https://hdl.handle.net/21.15107/rcub_grafar_289 .

Aleksić, Ivan R., Dedić, Aleksandar, Milenković, Saša, Pajić, Dragica, "Standards in geoinforamation area" in Geodetska služba, 39, no. 113 (2010):43-51,
https://hdl.handle.net/21.15107/rcub_grafar_289 .

TY  - JOUR
AU  - Kaufmann, Juerg
AU  - Aleksić, Ivan R.
AU  - Odalović, Oleg
PY  - 2009
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/218
AB  - This paper provides an overview development and the real estate cadastre maintenance in the Republic of Serbia. The State has recognized that an effective national property rights system is prerequisite for economic growth and broadening economic prosperity through the land and housing development, wise stewardship of national resources, increased use of property, increased property tax collection and efficient land markets. The State and International Development Association concluded the Development Credit for the Real Estate Cadastre and Registration Project in Serbia signing it in 2004. This paper also provides an overview of the existing records of real estates. It points out the advantages of the Real Estate Cadastre as the unified records of real estates and presents the current situation in the creation of the Real Estate Cadastre in Serbia.
T2  - Geodetski list
T1  - Real Estate Cadastre Development in Serbia
EP  - 254
IS  - 3
SP  - 243
VL  - 63
UR  - https://hdl.handle.net/21.15107/rcub_grafar_218
ER  - 

@article{
author = "Kaufmann, Juerg and Aleksić, Ivan R. and Odalović, Oleg",
year = "2009",
abstract = "This paper provides an overview development and the real estate cadastre maintenance in the Republic of Serbia. The State has recognized that an effective national property rights system is prerequisite for economic growth and broadening economic prosperity through the land and housing development, wise stewardship of national resources, increased use of property, increased property tax collection and efficient land markets. The State and International Development Association concluded the Development Credit for the Real Estate Cadastre and Registration Project in Serbia signing it in 2004. This paper also provides an overview of the existing records of real estates. It points out the advantages of the Real Estate Cadastre as the unified records of real estates and presents the current situation in the creation of the Real Estate Cadastre in Serbia.",
journal = "Geodetski list",
title = "Real Estate Cadastre Development in Serbia",
pages = "254-243",
number = "3",
volume = "63",
url = "https://hdl.handle.net/21.15107/rcub_grafar_218"
}

Kaufmann, J., Aleksić, I. R.,& Odalović, O.. (2009). Real Estate Cadastre Development in Serbia. in Geodetski list, 63(3), 243-254.
https://hdl.handle.net/21.15107/rcub_grafar_218

Kaufmann J, Aleksić IR, Odalović O. Real Estate Cadastre Development in Serbia. in Geodetski list. 2009;63(3):243-254.
https://hdl.handle.net/21.15107/rcub_grafar_218 .

Kaufmann, Juerg, Aleksić, Ivan R., Odalović, Oleg, "Real Estate Cadastre Development in Serbia" in Geodetski list, 63, no. 3 (2009):243-254,
https://hdl.handle.net/21.15107/rcub_grafar_218 .

TY  - CONF
AU  - Odalović, Oleg
AU  - Gučević, Jelena
AU  - Ogrizović, Vukan
AU  - Aleksić, Ivan R.
PY  - 2003
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/53
AB  - Components of vertical deflection as a function of anomaly potential are determined by using astrogeodetic or gravimetric methods. In this paper components of deflections obtained by astrogeodetic method were considered as conditionally correct and deflection of components determined by using gravimetric method, from conditionally correct values, were shown as digital terrain model quality functions and adopted hypothesis on the earth's crust masses density.
C3  - Proceedings of the Xiii National Conference of Yugoslav Astronomers
T1  - Analysis of vertical deflection differences obtained by astrogeodetic and gravimetric methods
EP  - 220
IS  - 75
SP  - 217
UR  - https://hdl.handle.net/21.15107/rcub_grafar_53
ER  - 

@conference{
author = "Odalović, Oleg and Gučević, Jelena and Ogrizović, Vukan and Aleksić, Ivan R.",
year = "2003",
abstract = "Components of vertical deflection as a function of anomaly potential are determined by using astrogeodetic or gravimetric methods. In this paper components of deflections obtained by astrogeodetic method were considered as conditionally correct and deflection of components determined by using gravimetric method, from conditionally correct values, were shown as digital terrain model quality functions and adopted hypothesis on the earth's crust masses density.",
journal = "Proceedings of the Xiii National Conference of Yugoslav Astronomers",
title = "Analysis of vertical deflection differences obtained by astrogeodetic and gravimetric methods",
pages = "220-217",
number = "75",
url = "https://hdl.handle.net/21.15107/rcub_grafar_53"
}

Odalović, O., Gučević, J., Ogrizović, V.,& Aleksić, I. R.. (2003). Analysis of vertical deflection differences obtained by astrogeodetic and gravimetric methods. in Proceedings of the Xiii National Conference of Yugoslav Astronomers(75), 217-220.
https://hdl.handle.net/21.15107/rcub_grafar_53

Odalović O, Gučević J, Ogrizović V, Aleksić IR. Analysis of vertical deflection differences obtained by astrogeodetic and gravimetric methods. in Proceedings of the Xiii National Conference of Yugoslav Astronomers. 2003;(75):217-220.
https://hdl.handle.net/21.15107/rcub_grafar_53 .

Odalović, Oleg, Gučević, Jelena, Ogrizović, Vukan, Aleksić, Ivan R., "Analysis of vertical deflection differences obtained by astrogeodetic and gravimetric methods" in Proceedings of the Xiii National Conference of Yugoslav Astronomers, no. 75 (2003):217-220,
https://hdl.handle.net/21.15107/rcub_grafar_53 .

TY  - JOUR
AU  - Odalović, Oleg
AU  - Gučević, Jelena
AU  - Aleksić, Ivan R.
PY  - 2002
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/26
AB  - In the procedure of the determining functionally anomalic power, in the frame of the method remove-restore the first step presents the elimination of the long wave characteristics of the functionally with the application of the coefficients sphericharmonical development of the power gravity, respectively, to the application global geopotential model(GGM). Over last two decade are developed GGM of the high degree and order, respectively of the degree and order 360, as like what are the models OSU91 (Ohio States University) and EGM96 (Earth Gravity Models). Their application ensures the estimation of the long wave characteristics of the functionally anomalic potential with the acctitude, that is in the case anomalic heights safely less then 1 meter. In this work are presented mathematical models indispensables for theoretical consideration of the models, after wards recurrent expressions to the computation of the Legandres functions high degree and order, and mentioned GGM and practically are applied on the territory of the wider region of the town Belgrade.
AB  - U postupku određivanja funkcionala anomalijskog potencijala, u okviru remove-restore metode prvi korak predstavlja eliminacija dugotalasnih karakteristika funkcionala primenom koeficijenata sferno-harmonijskog razvoja potencijala sile Zemljine teže odnosno, primenom globalnog geopotencijalnog modela (GGM). U poslednje dve decenije razvijeni su GGM visokog stepena i reda, odnosno stepena i reda 360, kao što su modeli OSU91 (Ohio States University) i EGM96 (Earth Gravity Models). Njihova primena obezbeđuje ocenu dugotalasne karakteristike funkcionala anomalijskog potencijala sa tačnošću koja je u slučaju anomalijskih visina sigurno ispod 1m. U ovom radu prikazani su matematički modeli neophodni za teorijsko razmatranje modela, zatim rekurzioni izrazi za računanje Ležandrovih funkcija visokog stepena i reda, a pomenuti GGM i praktično su primenjeni za teritoriju šireg područja grada Beograda.
PB  - Republički geodetski zavod Srbije, Beograd
T2  - Geodetska služba
T1  - The application of the coefficients of the spheric harmonious development in the procedure of the determination functionally anomalic potential
T1  - Primena koeficijenata sferno-harmonijskog razvoja u postupku određivanja funkcionala anomalijskog potencijala
EP  - 21
IS  - 3
SP  - 14
VL  - 31
UR  - https://hdl.handle.net/21.15107/rcub_grafar_26
ER  - 

@article{
author = "Odalović, Oleg and Gučević, Jelena and Aleksić, Ivan R.",
year = "2002",
abstract = "In the procedure of the determining functionally anomalic power, in the frame of the method remove-restore the first step presents the elimination of the long wave characteristics of the functionally with the application of the coefficients sphericharmonical development of the power gravity, respectively, to the application global geopotential model(GGM). Over last two decade are developed GGM of the high degree and order, respectively of the degree and order 360, as like what are the models OSU91 (Ohio States University) and EGM96 (Earth Gravity Models). Their application ensures the estimation of the long wave characteristics of the functionally anomalic potential with the acctitude, that is in the case anomalic heights safely less then 1 meter. In this work are presented mathematical models indispensables for theoretical consideration of the models, after wards recurrent expressions to the computation of the Legandres functions high degree and order, and mentioned GGM and practically are applied on the territory of the wider region of the town Belgrade., U postupku određivanja funkcionala anomalijskog potencijala, u okviru remove-restore metode prvi korak predstavlja eliminacija dugotalasnih karakteristika funkcionala primenom koeficijenata sferno-harmonijskog razvoja potencijala sile Zemljine teže odnosno, primenom globalnog geopotencijalnog modela (GGM). U poslednje dve decenije razvijeni su GGM visokog stepena i reda, odnosno stepena i reda 360, kao što su modeli OSU91 (Ohio States University) i EGM96 (Earth Gravity Models). Njihova primena obezbeđuje ocenu dugotalasne karakteristike funkcionala anomalijskog potencijala sa tačnošću koja je u slučaju anomalijskih visina sigurno ispod 1m. U ovom radu prikazani su matematički modeli neophodni za teorijsko razmatranje modela, zatim rekurzioni izrazi za računanje Ležandrovih funkcija visokog stepena i reda, a pomenuti GGM i praktično su primenjeni za teritoriju šireg područja grada Beograda.",
publisher = "Republički geodetski zavod Srbije, Beograd",
journal = "Geodetska služba",
title = "The application of the coefficients of the spheric harmonious development in the procedure of the determination functionally anomalic potential, Primena koeficijenata sferno-harmonijskog razvoja u postupku određivanja funkcionala anomalijskog potencijala",
pages = "21-14",
number = "3",
volume = "31",
url = "https://hdl.handle.net/21.15107/rcub_grafar_26"
}

Odalović, O., Gučević, J.,& Aleksić, I. R.. (2002). The application of the coefficients of the spheric harmonious development in the procedure of the determination functionally anomalic potential. in Geodetska služba
Republički geodetski zavod Srbije, Beograd., 31(3), 14-21.
https://hdl.handle.net/21.15107/rcub_grafar_26

Odalović O, Gučević J, Aleksić IR. The application of the coefficients of the spheric harmonious development in the procedure of the determination functionally anomalic potential. in Geodetska služba. 2002;31(3):14-21.
https://hdl.handle.net/21.15107/rcub_grafar_26 .

Odalović, Oleg, Gučević, Jelena, Aleksić, Ivan R., "The application of the coefficients of the spheric harmonious development in the procedure of the determination functionally anomalic potential" in Geodetska služba, 31, no. 3 (2002):14-21,
https://hdl.handle.net/21.15107/rcub_grafar_26 .

TY  - JOUR
AU  - Aleksić, Ivan R.
AU  - Marošan, Stevan
PY  - 2002
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/34
AB  - Each country in transition must find out its own solution for land fragmentation, thus taking already acquired experience and main common principles of the countries in Central and Eastern Europe (CEE) and of the Commonwealth of Independent States (CIS). Land consolidation is a proven instrument for agricultural and rural development in western European countries. The Munich Statement on land consolidation was presented the paper for the mechanism of agrarian development in the countries CEE/CIS.
AB  - Komasacija zemljišta je proveren instrument za razvoj poljoprivrede i ruralnih područja u Zapadnoevropskim zemljama. Stoga i svaka država u tranziciji mora naći svoje rešenje problema usitnjavanja zemljišta, koristeći pri tome već stečena iskustva i zajedničke glavne principe država Centralne i Istočne Evrope (Central and Eastern Europe - CEE) i Zajednice nezavisnih država (Commonwealth of Independent States - CIS). U radu je predstavljen minhenski izveštaj o komasaciji zemljišta kao mehanizmu razvoja agrara u zemljama Centralne i Istočne Evrope (CEE) i zajednice nezavisnih država (CIS).
PB  - Republički geodetski zavod Srbije, Beograd
T2  - Geodetska služba
T1  - The land consolidation in the countries CEE/CIS
T1  - Komasacija zemljišta u zemljama centralne i istočne Evrope i zajednice nezavisnih država
EP  - 8
IS  - 2
SP  - 5
VL  - 31
UR  - https://hdl.handle.net/21.15107/rcub_grafar_34
ER  - 

@article{
author = "Aleksić, Ivan R. and Marošan, Stevan",
year = "2002",
abstract = "Each country in transition must find out its own solution for land fragmentation, thus taking already acquired experience and main common principles of the countries in Central and Eastern Europe (CEE) and of the Commonwealth of Independent States (CIS). Land consolidation is a proven instrument for agricultural and rural development in western European countries. The Munich Statement on land consolidation was presented the paper for the mechanism of agrarian development in the countries CEE/CIS., Komasacija zemljišta je proveren instrument za razvoj poljoprivrede i ruralnih područja u Zapadnoevropskim zemljama. Stoga i svaka država u tranziciji mora naći svoje rešenje problema usitnjavanja zemljišta, koristeći pri tome već stečena iskustva i zajedničke glavne principe država Centralne i Istočne Evrope (Central and Eastern Europe - CEE) i Zajednice nezavisnih država (Commonwealth of Independent States - CIS). U radu je predstavljen minhenski izveštaj o komasaciji zemljišta kao mehanizmu razvoja agrara u zemljama Centralne i Istočne Evrope (CEE) i zajednice nezavisnih država (CIS).",
publisher = "Republički geodetski zavod Srbije, Beograd",
journal = "Geodetska služba",
title = "The land consolidation in the countries CEE/CIS, Komasacija zemljišta u zemljama centralne i istočne Evrope i zajednice nezavisnih država",
pages = "8-5",
number = "2",
volume = "31",
url = "https://hdl.handle.net/21.15107/rcub_grafar_34"
}

Aleksić, I. R.,& Marošan, S.. (2002). The land consolidation in the countries CEE/CIS. in Geodetska služba
Republički geodetski zavod Srbije, Beograd., 31(2), 5-8.
https://hdl.handle.net/21.15107/rcub_grafar_34

Aleksić IR, Marošan S. The land consolidation in the countries CEE/CIS. in Geodetska služba. 2002;31(2):5-8.
https://hdl.handle.net/21.15107/rcub_grafar_34 .

Aleksić, Ivan R., Marošan, Stevan, "The land consolidation in the countries CEE/CIS" in Geodetska služba, 31, no. 2 (2002):5-8,
https://hdl.handle.net/21.15107/rcub_grafar_34 .

TY  - THES
AU  - Aleksić, Ivan R.
PY  - 1991
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1783
T1  - Prilog optimizaciji geodetskih mreža
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1783
ER  - 

@phdthesis{
author = "Aleksić, Ivan R.",
year = "1991",
title = "Prilog optimizaciji geodetskih mreža",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1783"
}

Aleksić, I. R.. (1991). Prilog optimizaciji geodetskih mreža. .
https://hdl.handle.net/21.15107/rcub_grafar_1783

Aleksić IR. Prilog optimizaciji geodetskih mreža. 1991;.
https://hdl.handle.net/21.15107/rcub_grafar_1783 .

Aleksić, Ivan R., "Prilog optimizaciji geodetskih mreža" (1991),
https://hdl.handle.net/21.15107/rcub_grafar_1783 .