TY  - JOUR
AU  - Vračarić, Krsta
AU  - Gospavić, Zagorka
PY  - 2003
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/55
AB  - This paper deals with the problem of obtaining radius of the circle objects which are heavy to be occupied. It is assumed that we have total station for getting the job.
AB  - U radu se predlaže i objašnjava postupak određivanja prečnika cevi i drugih nepristupačnih kružnih objekata kao i koordinata centra. Pri tome se pretpostavlja da se raspolaže sa totalnim stanicama koje imaju ugrađene laserske daljinomere.
PB  - Republički geodetski zavod Srbije, Beograd
T2  - Geodetska služba
T1  - The acquisition of radius of the circle objects inaccessible for the direct measurement
T1  - Određivanje prečnika kružnih objekata (cevi) nepristupačnih za direktno merenje
EP  - 38
IS  - 3
SP  - 33
VL  - 32
UR  - https://hdl.handle.net/21.15107/rcub_grafar_55
ER  - 

@article{
author = "Vračarić, Krsta and Gospavić, Zagorka",
year = "2003",
abstract = "This paper deals with the problem of obtaining radius of the circle objects which are heavy to be occupied. It is assumed that we have total station for getting the job., U radu se predlaže i objašnjava postupak određivanja prečnika cevi i drugih nepristupačnih kružnih objekata kao i koordinata centra. Pri tome se pretpostavlja da se raspolaže sa totalnim stanicama koje imaju ugrađene laserske daljinomere.",
publisher = "Republički geodetski zavod Srbije, Beograd",
journal = "Geodetska služba",
title = "The acquisition of radius of the circle objects inaccessible for the direct measurement, Određivanje prečnika kružnih objekata (cevi) nepristupačnih za direktno merenje",
pages = "38-33",
number = "3",
volume = "32",
url = "https://hdl.handle.net/21.15107/rcub_grafar_55"
}

Vračarić, K.,& Gospavić, Z.. (2003). The acquisition of radius of the circle objects inaccessible for the direct measurement. in Geodetska služba
Republički geodetski zavod Srbije, Beograd., 32(3), 33-38.
https://hdl.handle.net/21.15107/rcub_grafar_55

Vračarić K, Gospavić Z. The acquisition of radius of the circle objects inaccessible for the direct measurement. in Geodetska služba. 2003;32(3):33-38.
https://hdl.handle.net/21.15107/rcub_grafar_55 .

Vračarić, Krsta, Gospavić, Zagorka, "The acquisition of radius of the circle objects inaccessible for the direct measurement" in Geodetska služba, 32, no. 3 (2003):33-38,
https://hdl.handle.net/21.15107/rcub_grafar_55 .

TY  - JOUR
AU  - Vračarić, Krsta
AU  - Božić, Branko
PY  - 2003
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/44
AB  - The paper deals with implementation of modern technologies in cadastral surveying. Advantages and disadvantages of modern technologies are analyzed referred to classical equipment used so far. It is known that GPS can replace conventional surveys employing a theodolite and level or a total station because this technology that has been extended in various fields measures geographical coordinates with astonishing speed and accuracy.
AB  - Rad se bavi aspektima primene savremenih tehnologija u postupku snimanja tačaka detalja. Analiziraju se prednosti i nedostatci primene elektronskih teodolita, totalnih stanica i GPS tehnologije u odnosu na ranije klasične uređaje i načine računanja koordinata tačaka i izrade planova.
PB  - Republički geodetski zavod Srbije, Beograd
T2  - Geodetska služba
T1  - The survey with the application of the modern measure instruments
T1  - Snimanje tačaka detalja primenom savremenih mernih uređaja - prednosti i nedostatci
EP  - 36
IS  - 1
SP  - 32
VL  - 32
UR  - https://hdl.handle.net/21.15107/rcub_grafar_44
ER  - 

@article{
author = "Vračarić, Krsta and Božić, Branko",
year = "2003",
abstract = "The paper deals with implementation of modern technologies in cadastral surveying. Advantages and disadvantages of modern technologies are analyzed referred to classical equipment used so far. It is known that GPS can replace conventional surveys employing a theodolite and level or a total station because this technology that has been extended in various fields measures geographical coordinates with astonishing speed and accuracy., Rad se bavi aspektima primene savremenih tehnologija u postupku snimanja tačaka detalja. Analiziraju se prednosti i nedostatci primene elektronskih teodolita, totalnih stanica i GPS tehnologije u odnosu na ranije klasične uređaje i načine računanja koordinata tačaka i izrade planova.",
publisher = "Republički geodetski zavod Srbije, Beograd",
journal = "Geodetska služba",
title = "The survey with the application of the modern measure instruments, Snimanje tačaka detalja primenom savremenih mernih uređaja - prednosti i nedostatci",
pages = "36-32",
number = "1",
volume = "32",
url = "https://hdl.handle.net/21.15107/rcub_grafar_44"
}

Vračarić, K.,& Božić, B.. (2003). The survey with the application of the modern measure instruments. in Geodetska služba
Republički geodetski zavod Srbije, Beograd., 32(1), 32-36.
https://hdl.handle.net/21.15107/rcub_grafar_44

Vračarić K, Božić B. The survey with the application of the modern measure instruments. in Geodetska služba. 2003;32(1):32-36.
https://hdl.handle.net/21.15107/rcub_grafar_44 .

Vračarić, Krsta, Božić, Branko, "The survey with the application of the modern measure instruments" in Geodetska služba, 32, no. 1 (2003):32-36,
https://hdl.handle.net/21.15107/rcub_grafar_44 .

TY  - JOUR
AU  - Vračarić, Krsta
AU  - Marošan, Stevan
PY  - 2003
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/43
AB  - An application of mathematical terms for dividing a given line at a given scale is suggested in the paper. Besides this, it is theoretically shown that a conditional adjustment is present in these simple formulae.
AB  - U radu se predlaže primena matematičkih izraza pomoću kojih se data duž deli u datoj srazmeri. Pri tome se teorijski prikazuje da je u osnovi ovih jednostavnih formula prisutno uslovno izravnanje.
PB  - Republički geodetski zavod Srbije, Beograd
T2  - Geodetska služba
T1  - The dividing of a line at a given scale applicated to the digitalization of the points coordinates
T1  - Podela duži u datoj srazmeri primenjena na digitalizaciju koordinata tačaka
EP  - 15
IS  - 3
SP  - 9
VL  - 32
UR  - https://hdl.handle.net/21.15107/rcub_grafar_43
ER  - 

@article{
author = "Vračarić, Krsta and Marošan, Stevan",
year = "2003",
abstract = "An application of mathematical terms for dividing a given line at a given scale is suggested in the paper. Besides this, it is theoretically shown that a conditional adjustment is present in these simple formulae., U radu se predlaže primena matematičkih izraza pomoću kojih se data duž deli u datoj srazmeri. Pri tome se teorijski prikazuje da je u osnovi ovih jednostavnih formula prisutno uslovno izravnanje.",
publisher = "Republički geodetski zavod Srbije, Beograd",
journal = "Geodetska služba",
title = "The dividing of a line at a given scale applicated to the digitalization of the points coordinates, Podela duži u datoj srazmeri primenjena na digitalizaciju koordinata tačaka",
pages = "15-9",
number = "3",
volume = "32",
url = "https://hdl.handle.net/21.15107/rcub_grafar_43"
}

Vračarić, K.,& Marošan, S.. (2003). The dividing of a line at a given scale applicated to the digitalization of the points coordinates. in Geodetska služba
Republički geodetski zavod Srbije, Beograd., 32(3), 9-15.
https://hdl.handle.net/21.15107/rcub_grafar_43

Vračarić K, Marošan S. The dividing of a line at a given scale applicated to the digitalization of the points coordinates. in Geodetska služba. 2003;32(3):9-15.
https://hdl.handle.net/21.15107/rcub_grafar_43 .

Vračarić, Krsta, Marošan, Stevan, "The dividing of a line at a given scale applicated to the digitalization of the points coordinates" in Geodetska služba, 32, no. 3 (2003):9-15,
https://hdl.handle.net/21.15107/rcub_grafar_43 .

TY  - THES
AU  - Vračarić, Krsta
PY  - 1978
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1827
AB  - Geodetic measurements must be controlled, whether they accurately meet certain criteria which are evaluated using the allowed deviations. Poorly acquired measurements are rejected and replaced. Therefore the allowed deviations must objectively assess the quality of the measurements carried out. In the assessment of accuracy of measurement all the parameters, which can affect the correct accuracy of the measurement and the allowed deviations, must be objectively analyzed and displayed.
T1  - Određivanje graničnih grešaka u geodetskim mrežama
T1  - Determination of marginal errors in geodetic network
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1827
ER  - 

@phdthesis{
author = "Vračarić, Krsta",
year = "1978",
abstract = "Geodetic measurements must be controlled, whether they accurately meet certain criteria which are evaluated using the allowed deviations. Poorly acquired measurements are rejected and replaced. Therefore the allowed deviations must objectively assess the quality of the measurements carried out. In the assessment of accuracy of measurement all the parameters, which can affect the correct accuracy of the measurement and the allowed deviations, must be objectively analyzed and displayed.",
title = "Određivanje graničnih grešaka u geodetskim mrežama, Determination of marginal errors in geodetic network",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1827"
}

Vračarić, K.. (1978). Određivanje graničnih grešaka u geodetskim mrežama. .
https://hdl.handle.net/21.15107/rcub_grafar_1827

Vračarić K. Određivanje graničnih grešaka u geodetskim mrežama. 1978;.
https://hdl.handle.net/21.15107/rcub_grafar_1827 .

Vračarić, Krsta, "Određivanje graničnih grešaka u geodetskim mrežama" (1978),
https://hdl.handle.net/21.15107/rcub_grafar_1827 .