20.500.12556/DKUM-97311 3D skeniranje za potrebe monitoringa poškodb objektov magistrsko delo 3D scanning for structural damage monitoring of buildings Magistrsko delo obravnava uporabnost tridimenzionalnega (3D) laserskega skeniranja za potrebe monitoringa poškodb objektov v vplivnem območju gradbenih posegov. Namen raziskave je bil oceniti primernost terestričnega laserskega skeniranja (TLS) za vzpostavitev referenčnega stanja objektov ter za zaznavanje morebitnih deformacij in poškodb skozi čas. V aplikativnem delu je bilo izvedeno 3D skeniranje obravnavanega območja, vizualni pregled objektov ter vzpostavitev kontrolnih točk za spremljanje razpok. Pridobljen oblak točk je omogočil celovit in objektiven prostorski zapis obstoječega stanja ter identifikacijo večjih geometrijskih odstopanj. Analiza je pokazala, da TLS zanesljivo zaznava globalne deformacije in spremembe geometrije, medtem ko neposredna identifikacija manjših razpok iz oblaka točk ni dovolj natančna. Vizualni pregled se je izkazal kot učinkovitejši pri prepoznavanju drobnih poškodb, monitoring s kontrolnimi točkami pa omogoča kvantitativno spremljanje sprememb skozi čas. Ugotovitve kažejo, da je 3D lasersko skeniranje primerno orodje za vzpostavitev referenčnega stanja in spremljanje večjih deformacij, vendar je za celovit monitoring poškodb smiselna kombinacija komplementarnih metod. This master’s thesis investigates the applicability of three-dimensional (3D) laser scanning for structural damage monitoring of buildings located within the influence zone of construction works. The aim of the research was to evaluate the suitability of terrestrial laser scanning (TLS) for establishing a reliable reference state of buildings and for detecting potential deformations and damage over time. In the applied part of the study, 3D scanning of the selected area was performed, complemented by visual inspections and the installation of control points for crack monitoring. The resulting point cloud provided a comprehensive and objective spatial record of the existing condition and enabled the identification of significant geometric deviations. The analysis demonstrated that TLS is reliable for detecting global deformations and larger geometric changes, while the direct identification of small cracks from the point cloud is limited. Visual inspection proved more effective in identifying minor surface damage, whereas monitoring based on control points allows quantitative assessment of crack development over time. The results indicate that 3D laser scanning is an appropriate tool for establishing a reference state and monitoring larger deformations; however, a comprehensive damage monitoring system requires a combination of complementary methods. 3D skeniranje monitoring poškodb primerjalna analiza oblak točk 3D scanning structural damage monitoring point cloud comparative analysis true true false [J. Zupanc] Slovenski jezik Angleški jezik Magistrsko delo/naloga 2026-02-27 12:18:31 2026-03-09 12:32:52 2026-03-10 03:11:10 0000-00-00 00:00:00 2026 0 Maribor 0 Maribor 1 spletni vir (1 datoteka PDF (X, 75 str.)) 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 528.8.042:69.058/.059(043.2) 270971395 MAG_Zupanc_Jure_2026.pdf MAG_Zupanc_Jure_2026.pdf 1 B269CB15D155452970B3FB21D9F455A2 33f778fe949bbf6ccf2ef459335b2cebfdc22c484886cd459a9d32d2a3bba046 2095fe79-1892-11f1-b8bb-00155d580e1a https://dk.um.si/Dokument.php?lang=slv&id=204310 Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo 0 0 0