20.500.12556/RUL-108744 Geodetski monitoring cerkve svetega Benedikta v Kančevcih magistrsko delo geodetic monitoring of the Church of St. Benedict in Kančevci master thesis V geodeziji premike in posedanja spremljamo z različnimi geodetskimi merskimi metodami. Za zagotovitev kakovostnega spremljanja spremembe geometrije objekta moramo izbrati primerne metode izmer ter ustrezne geodetske instrumente. Pri tem določamo položaj obravnavanih objektov ali njihovih delov v prostoru. Izhajamo iz rezultatov večkratnih izmer, ki jih izvedemo v različnih trenutkih. V magistrski nalogi smo obravnavali geodetski monitoring na cerkvi svetega Benedikta v Kančevcih. Glavni cilj naloge je bil ugotoviti velikost in smer premikov, pomikov celotne cerkve oziroma njenih posameznih delov ter morebitnih drugih sprememb geometrije objekta. Za potrebe naše naloge smo vzpostavili lokalno nivelmansko mrežo in geodetsko tridimenzionalno mrežo okoli objekta. Na podlagi dveh terminskih izmer smo iz podatkov nivelmanske izmere ter terestričnega laserskega skeniranja ugotovili velikost in smer premikov ter drugih sprememb geometrije objekta v prostoru. Premike smo medsebojno primerjali z različnimi analizami. Dobljene rezultate smo predstavili v tabelarični in grafični obliki. In geodesy, we are monitoring moving and sedimentation with different geodetic measuring methods. In order to ensure the quality deformations monitoring, we have to choose appropriate measurement methods and geodetic instruments. We determine the position of the objects or their parts in the space. We derive from the results of multiple measurements performed at different moments in time. In the master's thesis we deal with the topic of the geodetic monitoring of the church of St. Benedict in Kančevci. The main goal of the thesis was to determine the size and direction of movements, movements of the whole church or its individual parts and possible other deformations. For the purpose of our mission, we established a local leveling network and a geodetic three-dimensional network around the building. On the basis of two different measurements, the size and direction of displacements and other deformations of the object in the space were determined from the levelling and terrestrial laser scanning data. We compared the differences with different analyzes. The acquired results were evaluated and presented in the tabular and graphic form. cerkev sv. Benedikta sprememba geometrije objekta monitoring geometrični nivelman terestrično lasersko skeniranje church of St. Benedict deformation monitoring levelling terrestrial laser scanning true true false G. Prašnikar] Slovenski jezik Angleški jezik Magistrsko delo/naloga 2019-07-17 11:56:53 2019-07-17 11:57:00 2022-08-20 03:48:14 0000-00-00 00:00:00 2019 0 0 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 528.7:726(497.4)(043.3) 135035 8888929 3182.pdf 3182.pdf 1 9E9101055A037E614F7F2602D3AC4FD5 5144e23d3a90270c40626e6ea115ceacfe2638b4fe682654cabb7d41dcdb6697 b52df539-a1b6-11eb-a523-00155dcfd717 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=119741 Fakulteta za gradbeništvo in geodezijo 0 0 0