| | SLO | ENG | Cookies and privacy

Bigger font | Smaller font

Show document Help

Title:3D skeniranje za potrebe monitoringa poškodb objektov : magistrsko delo
Authors:ID Zupanc, Jure (Author)
ID Kamnik, Rok (Mentor) More about this mentor... New window
Files:.pdf MAG_Zupanc_Jure_2026.pdf (5,79 MB)
MD5: B269CB15D155452970B3FB21D9F455A2
 
Language:Slovenian
Work type:Master's thesis/paper
Typology:2.09 - Master's Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract: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.
Keywords:3D skeniranje, monitoring poškodb, primerjalna analiza, oblak točk
Place of publishing:Maribor
Place of performance:Maribor
Publisher:[J. Zupanc]
Year of publishing:2026
Number of pages:1 spletni vir (1 datoteka PDF (X, 75 str.))
PID:20.500.12556/DKUM-97311 New window
UDC:528.8.042:69.058/.059(043.2)
COBISS.SI-ID:270971395 New window
Publication date in DKUM:09.03.2026
Views:167
Downloads:16
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
:
Copy citation
  
Average score:(0 votes)
Your score:Voting is allowed only for logged in users.
Share:Bookmark and Share



Hover the mouse pointer over a document title to show the abstract or click on the title to get all document metadata.

Licences

License:CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.
Licensing start date:27.02.2026

Secondary language

Language:English
Title:3D scanning for structural damage monitoring of buildings
Abstract: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.
Keywords:3D scanning, structural damage monitoring, point cloud, comparative analysis


Comments

Leave comment

You must log in to leave a comment.

Comments (0)
0 - 0 / 0
 
There are no comments!

Back
Logos of partners University of Maribor University of Ljubljana University of Primorska University of Nova Gorica