Using smart phones for deformations measurements of structures

The present work tests the suitability of using the digital cameras of smart phones for close range photogrammetry applications. For this purpose two cameras of smart phones Lumia 535 and Lumia 950 XL were used. The resolutions of the two cameras are 5 and 20 Mpixels respectively. The tests consist...

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Main Author: Khalid L. A. El-Ashmawy
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2017-06-01
Series:Geodesy and Cartography
Subjects:
Online Access:https://journals.vgtu.lt/index.php/GAC/article/view/534
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spelling doaj-665f613a92634bcca8f86a3ee2de6f892021-07-02T12:06:36ZengVilnius Gediminas Technical UniversityGeodesy and Cartography2029-69912029-70092017-06-0143210.3846/20296991.2017.1330770Using smart phones for deformations measurements of structuresKhalid L. A. El-Ashmawy0Department of Civil Engineering, Al-Matria Faculty of Engineering, Helwan University, Matria, 11718 Cairo, Egypt / Department of Civil Engineering, College of Engineering and Islamic Architecture, Umm Al-Qura University, Makkah, Saudi Arabia The present work tests the suitability of using the digital cameras of smart phones for close range photogrammetry applications. For this purpose two cameras of smart phones Lumia 535 and Lumia 950 XL were used. The resolutions of the two cameras are 5 and 20 Mpixels respectively. The tests consist of (a) self calibration of the two cameras, (b) the implementation of close-range photogrammetry using the cameras of the two smart phones, theodolite intersection with LST method, and linear variable displacement transducers (LVDTs) for the measurement of vertical deflections, and (c) accuracy of photogrammetric determination of object space coordinates. The results of using Lumia 950 XL are much better than using Lumia 535 and are better or comparable to the results of theodolite intersection with least squares technique (LST). Finally, it can be stated that the digital cameras of smart phones are suitable for close range photogrammetry applications according to accuracy, costs and flexibility. https://journals.vgtu.lt/index.php/GAC/article/view/534smart phonesclose range photogrammetryself calibration block adjustmentdeflectionintersection with least squares technique (LST)
collection DOAJ
language English
format Article
sources DOAJ
author Khalid L. A. El-Ashmawy
spellingShingle Khalid L. A. El-Ashmawy
Using smart phones for deformations measurements of structures
Geodesy and Cartography
smart phones
close range photogrammetry
self calibration block adjustment
deflection
intersection with least squares technique (LST)
author_facet Khalid L. A. El-Ashmawy
author_sort Khalid L. A. El-Ashmawy
title Using smart phones for deformations measurements of structures
title_short Using smart phones for deformations measurements of structures
title_full Using smart phones for deformations measurements of structures
title_fullStr Using smart phones for deformations measurements of structures
title_full_unstemmed Using smart phones for deformations measurements of structures
title_sort using smart phones for deformations measurements of structures
publisher Vilnius Gediminas Technical University
series Geodesy and Cartography
issn 2029-6991
2029-7009
publishDate 2017-06-01
description The present work tests the suitability of using the digital cameras of smart phones for close range photogrammetry applications. For this purpose two cameras of smart phones Lumia 535 and Lumia 950 XL were used. The resolutions of the two cameras are 5 and 20 Mpixels respectively. The tests consist of (a) self calibration of the two cameras, (b) the implementation of close-range photogrammetry using the cameras of the two smart phones, theodolite intersection with LST method, and linear variable displacement transducers (LVDTs) for the measurement of vertical deflections, and (c) accuracy of photogrammetric determination of object space coordinates. The results of using Lumia 950 XL are much better than using Lumia 535 and are better or comparable to the results of theodolite intersection with least squares technique (LST). Finally, it can be stated that the digital cameras of smart phones are suitable for close range photogrammetry applications according to accuracy, costs and flexibility.
topic smart phones
close range photogrammetry
self calibration block adjustment
deflection
intersection with least squares technique (LST)
url https://journals.vgtu.lt/index.php/GAC/article/view/534
work_keys_str_mv AT khalidlaelashmawy usingsmartphonesfordeformationsmeasurementsofstructures
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