20.500.12556/RUL-186592 Druga geodetska izmera mostu čez Savo Dolinko v Mojstrani za ugotavljanje premikov diplomsko delo Second survey of the bridge over the Sava Dolinka river in Mojstrana to determine any movements graduation thesis Diplomska naloga obravnava drugo geodetsko izmero kolesarskega mostu čez Savo Dolinko v Mojstrani, izvedeno z namenom ugotovitve premikov konstrukcije v petletnem obdobju. Izmera temelji na kombinaciji statične metode GNSS in klasične terestrične izmere, ki omogočata natančno določitev koordinat stojiščnih in opazovanih točk ter zanesljivo primerjavo rezultatov z izmero iz leta 2021. Geodetska mreža je bila vzpostavljena na istih točkah kot pri prvi izmeri, stabilizacija točk pa je zagotovila ponovljivost meritev. Opazovanja GNSSa so bila obdelana v programu Leica Infinity, terestrične meritve pa izravnane z uporabo geodetskih programov RamWin in VimWin. Pri obdelavi je bila zaradi razlik natančnosti določevanja koordinat med GNSS in terestrično klasično metodo izvedena S-transformacija. Rezultati izravnave kažejo, da so premiki majhni in skladni z obremenitvami, ki jih most doživlja v alpskem okolju, zato ne nakazujejo konstrukcijske nestabilnosti. This thesis examines the second geodetic survey of the bicycle bridge over the Sava Dolinka River in Mojstrana, conducted to determine the structure’s movements over a five-year period. The survey is based on a combination of the static GNSS method and classical terrestrial surveying, which allow for the precise determination of the coordinates of the base stations and observation points, as well as a reliable comparison of the results with the 2021 survey. The geodetic network was established at the same points as in the first survey, and the stabilization of the points ensured the repeatability of the measurements. GNSS observations were processed using Leica Infinity software, while terrestrial measurements were adjusted using the geodetic software programs RamWin and VimWin. During processing, an S-transformation was performed due to differences in coordinate determination accuracy between GNSS and the classical terrestrial method. The adjustment results show that the displacements are small and consistent with the loads the bridge experiences in the Alpine environment, therefore, they do not indicate structural instability. diplomske naloge geodetska izmera statična metoda GNSS terestrična klasična izmera horizontalni in vertikalni premik geodetska mreža monitoring deformacij graduation thesis geodetic surveying static GNSS method classical terrestrial surveying horizontal and vertical displacements geodetic network deformation monitoring true false false [S. M. Strmšek] Slovenski jezik Angleški jezik Diplomsko delo/naloga 2026-09-03 08:47:13 2026-09-03 08:47:28 2026-09-11 16:03:57 0000-00-00 00:00:00 2026 0 Ljubljana 2026 Ljubljana 1 spletni vir (1 datoteka PDF (X, 36 str., 10 pril.)) 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 528.3+528.7(043.2) 181714 290837763 23031.pdf 23031.pdf 1 EB32C52212C3587A0CB21411102B6CC4 6cb47a3e3bb9169d200a81d9b4fe2150cc3dfc60f5ab4a42ffd45dc695a75d0a e6a170f9-a762-11f1-9b0d-0050569b8976 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=245867 Fakulteta za gradbeništvo in geodezijo 0 0 0