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

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

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

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

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

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

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

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

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

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

TY  - JOUR
AU  - Pejić, Marko
AU  - Pandžić, Jelena
AU  - Erić, Verica
PY  - 2017
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1096
T2  - Građevinski kalendar
T1  - Metoda laserskog skeniranja u geodetskom inženjerstvu
EP  - 281
SP  - 249
VL  - 49
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1096
ER  - 

@article{
author = "Pejić, Marko and Pandžić, Jelena and Erić, Verica",
year = "2017",
journal = "Građevinski kalendar",
title = "Metoda laserskog skeniranja u geodetskom inženjerstvu",
pages = "281-249",
volume = "49",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1096"
}

Pejić, M., Pandžić, J.,& Erić, V.. (2017). Metoda laserskog skeniranja u geodetskom inženjerstvu. in Građevinski kalendar, 49, 249-281.
https://hdl.handle.net/21.15107/rcub_grafar_1096

Pejić M, Pandžić J, Erić V. Metoda laserskog skeniranja u geodetskom inženjerstvu. in Građevinski kalendar. 2017;49:249-281.
https://hdl.handle.net/21.15107/rcub_grafar_1096 .

Pejić, Marko, Pandžić, Jelena, Erić, Verica, "Metoda laserskog skeniranja u geodetskom inženjerstvu" in Građevinski kalendar, 49 (2017):249-281,
https://hdl.handle.net/21.15107/rcub_grafar_1096 .

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

TY  - CONF
AU  - Šušić, Vladimir
AU  - Zečević, Snežana
AU  - Pandžić, Jelena
AU  - Erić, Verica
AU  - Đurić, Uroš
PY  - 2013
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1914
AB  - This paper presents two examples of advanced methods of slope imaging on the main road M-22 near the town of Ljig. The slope survey mapping for the research, design and mitigation purposes is still being done using traditional methods. With recent improvement of digital technology manual measurements can be partly eliminated. The application of 3D laser scanning and photogrammetric survey allows to discretize the slope with a large number of points, based on which a detailed 3D surface of the slope could be derived; hence, the interpretation of the details could be significantly improved. Brief description of the study and used methods. Brief description of the study and used methods.
PB  - STEF92 Technology Ltd.
C3  - Proceedings of the 13th International Multidisciplinary Scientific Conference SGEM 2013
T1  - The application of new slope survey technologies in geotechnics
EP  - 482
SP  - 475
VL  - 2
DO  - 10.5593/SGEM2013/BA1.V2/S02.062
ER  - 

@conference{
author = "Šušić, Vladimir and Zečević, Snežana and Pandžić, Jelena and Erić, Verica and Đurić, Uroš",
year = "2013",
abstract = "This paper presents two examples of advanced methods of slope imaging on the main road M-22 near the town of Ljig. The slope survey mapping for the research, design and mitigation purposes is still being done using traditional methods. With recent improvement of digital technology manual measurements can be partly eliminated. The application of 3D laser scanning and photogrammetric survey allows to discretize the slope with a large number of points, based on which a detailed 3D surface of the slope could be derived; hence, the interpretation of the details could be significantly improved. Brief description of the study and used methods. Brief description of the study and used methods.",
publisher = "STEF92 Technology Ltd.",
journal = "Proceedings of the 13th International Multidisciplinary Scientific Conference SGEM 2013",
title = "The application of new slope survey technologies in geotechnics",
pages = "482-475",
volume = "2",
doi = "10.5593/SGEM2013/BA1.V2/S02.062"
}

Šušić, V., Zečević, S., Pandžić, J., Erić, V.,& Đurić, U.. (2013). The application of new slope survey technologies in geotechnics. in Proceedings of the 13th International Multidisciplinary Scientific Conference SGEM 2013
STEF92 Technology Ltd.., 2, 475-482.
https://doi.org/10.5593/SGEM2013/BA1.V2/S02.062

Šušić V, Zečević S, Pandžić J, Erić V, Đurić U. The application of new slope survey technologies in geotechnics. in Proceedings of the 13th International Multidisciplinary Scientific Conference SGEM 2013. 2013;2:475-482.
doi:10.5593/SGEM2013/BA1.V2/S02.062 .

Šušić, Vladimir, Zečević, Snežana, Pandžić, Jelena, Erić, Verica, Đurić, Uroš, "The application of new slope survey technologies in geotechnics" in Proceedings of the 13th International Multidisciplinary Scientific Conference SGEM 2013, 2 (2013):475-482,
https://doi.org/10.5593/SGEM2013/BA1.V2/S02.062 . .

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 .