Marek Fraštia

Dr. Marek Fraštia

Department of Surveying, Faculty of Civil Engineering, Slovak University of Technology, 81005, Bratislava, Slovakia
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Research Focus & Metrics

Academic Career Length

13Years (2014-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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14 July 2020 in Archaeological Prospection
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RPRoman Pasteka
Roman Pasteka
JPJaroslava Pánisová
Jaroslava Pánisová
PZPavol Zahorec
Pavol Zahorec
Juraj PapcoJuraj Papco
Juraj Papco
JMJan Mrlina
Jan Mrlina
IZIvan Zvara
Ivan Zvara

1 November 2024 in Heritage
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Marian MarčišMarian Marčiš
Marian Marčiš
Marek FraštiaMarek Fraštia
Marek Fraštia
KVKatarína Terao Vošková
Katarína Terao Vošková
Unmanned aerial vehicles (UAVs) are primarily used in the field of cultural heritage for mapping the exteriors of larger objects and documenting the roofs and façades of tall structures that cannot be efficiently or feasibly measured using conventional terrestrial technologies and methods. However, due to the considerable diversity of cultural heritage, there are practical demands for the measurement of complex and inaccessible objects in interior spaces. This article focuses on the use of two different off-the-shelf UAVs for partial photogrammetric reconstruction of the attic of a mining house, which was only visible through a window in the gable wall. Data from both UAVs were compared with each other and with terrestrial laser scanning. Despite the lower quality of the results from the DJI Mini 4 Pro compared to the DJI Mavic 3 Enterprise, the results from both UAVs would still be suitable for documenting the interior attic spaces. However, a detailed analysis of the photogrammetric data indicates that, when selecting a UAV for this purpose, it is necessary to consider the limitations of the camera system, which may lead to a reduction in the geometric accuracy and completeness of the point clouds.

1 January 2014 in Journal of Sustainable Mining
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Marek FraštiaMarek Fraštia
Marek Fraštia
Marian MarčišMarian Marčiš
Marian Marčiš
MKMiloslav Kopecký
Miloslav Kopecký
PLPavel Liščák
Pavel Liščák
AŽAndrej Žilka
Andrej Žilka
The complex monitoring of rock slides with the size of 16 ha in order to predict the development of other slides and prevent possible human and material losses. Precise geodetic point measurement, terrestrial laser and image scanning and aerial photogrammetry were used to obtain detailed knowledge about the geometry and behaviour of the rock slide. Except for terrestrial images, the images were taken using an SLR camera (set on a motor paraglide) and a compact camera (set on a remotely piloted system). The state and condition of the locality before the rock slide was taken from archive images taken by a digital large format camera. Vectors and velocities of the displacements of discrete points were determined with high precision; the changes in quarry wall surfaces were determined by laser and photogrammetry scanning. Finally, high resolution orthophotomosaics of the site were generated using aerial photogrammetry at each observation point. The termination of mining and the design of the remediation works were determined according to the results of the measurements. Also, monitoring was carried out in order to observe any changes due to the implementation of a highway project based in the localisation. Complex geodetic and photogrammetric monitoring of rock slides offers detailed information about slide surfaces and has previously been used in Slovakia on a significant scale.

27 June 2019 in Geografický časopis / Geographical Journal
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Marek FraštiaMarek Fraštia
Marek Fraštia
PLPavel Liščák
Pavel Liščák
AŽAndrej Žilka
Andrej Žilka
PPPeter Pauditš
Peter Pauditš
PBPeter Bobáľ
Peter Bobáľ
Marian MarčišMarian Marčiš
Marian Marčiš

14 December 2021 in Sensors
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Marian MarčišMarian Marčiš
Marian Marčiš
Marek FraštiaMarek Fraštia
Marek Fraštia
AHAndrej Hideghéty
Andrej Hideghéty
PPPeter Paulík
Peter Paulík
Owing to the combination of windsurfing, snowboarding, wakeboarding, and paragliding, kiteboarding has gained an enormous number of fans worldwide. Enthusiasts compete to achieve the maximum height and length of jumps, speed, or total distance travelled. Several commercially available systems have been developed to measure these parameters. However, practice shows that the accuracy of the implemented sensors is debatable. In this study, we examined the accuracy of jump heights determined by sensors WOO2 and WOO3, and the Surfr app installed on an Apple iPhone SE 2016, compared to a combination of videogrammetric and geodetic measurements. These measurements were performed using four cameras located on the shore of the Danube River at Šamorín, Slovakia. The videogrammetrically-determined accuracy of jump heights was 0.03–0.09 m. This can be considered a reference for comparing the accuracy of off-the-shelf systems. The results show that all of the systems compared tend to overestimate jump heights, including an increase in error with increasing jump height. For jumps over 5 m, the deviations reached more than 20% of the actual jump height.

22 June 2024 in Drones
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Marian MarčišMarian Marčiš
Marian Marčiš
Marek FraštiaMarek Fraštia
Marek Fraštia
TLTibor Lieskovský
Tibor Lieskovský
MAMartin Ambroz
Martin Ambroz
KMKarol Mikula
Karol Mikula
The spread of natural fires is a complex issue, as its mathematical modeling needs to consider many parameters. Therefore, the results of such modeling always need to be validated by comparison with experimental measurements under real-world conditions. Remote sensing with the support of satellite or aerial sensors has long been used for this purpose. In this article, we focused on data collection with an unmanned aerial vehicle (UAV), which was used both for creating a digital surface model and for dynamic monitoring of the spread of controlled grassland fires in the visible spectrum. We subsequently tested the impact of various processing settings on the accuracy of the digital elevation model (DEM) and orthophotos, which are commonly used as a basis for analyzing fire spread. For the DEM generated from images taken during the final flight after the fire, deviations did not exceed 0.1 m compared to the reference model from LiDAR. Scale errors in the model with only approximal WGS84 exterior orientation parameters did not exceed a relative accuracy of 1:500, and possible deformations of the DEM up to 0.5 m in height had a minimal impact on determining the rate of fire spread, even with oblique images taken at an angle of 45°. The results of the experiments highlight the advantages of using low-cost SfM photogrammetry and provide an overview of potential issues encountered in measuring and performing photogrammetric processing of fire spread.