Evaluation of multi-GNSS high-rate relative positioning for monitoring dynamic structural movements in the urban environment

Skyscrapers cause both limited sky-view and multipath error when using Global Navigation Satellite System (GNSS) measurements for monitoring structural movements. To reduce multipath errors, cut-off elevation angle can be set to a high value such as 30°−40°. However, in the case of employing high cu...

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Main Authors: Mosbeh R. Kaloop, Cemal O. Yigit, Ahmed El-Mowafy, Mert Bezcioglu, Ahmet A. Dindar, Jong Wan Hu
Format: Article
Language:English
Published: Taylor & Francis Group 2020-01-01
Series:Geomatics, Natural Hazards & Risk
Subjects:
Online Access:http://dx.doi.org/10.1080/19475705.2020.1836040
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author Mosbeh R. Kaloop
Cemal O. Yigit
Ahmed El-Mowafy
Mert Bezcioglu
Ahmet A. Dindar
Jong Wan Hu
author_facet Mosbeh R. Kaloop
Cemal O. Yigit
Ahmed El-Mowafy
Mert Bezcioglu
Ahmet A. Dindar
Jong Wan Hu
author_sort Mosbeh R. Kaloop
collection DOAJ
description Skyscrapers cause both limited sky-view and multipath error when using Global Navigation Satellite System (GNSS) measurements for monitoring structural movements. To reduce multipath errors, cut-off elevation angle can be set to a high value such as 30°−40°. However, in the case of employing high cut-off elevation angles, the use of GPS only may not provide adequate positioning solutions. To overcome this problem, Galileo and GLONASS observations are combined with GPS observations. This study experimentally investigates the contribution of multi-GNSS for studying the effects of different cut-off elevation angles on the accuracy of high-rate GNSS results for detecting characteristics of dynamic motions for structural health monitoring (SHM). The filtration design, noise level and Signal-to-Noise Ratio (SNR) of high-rate GNSS measurements of GPS-only, GPS/Galileo, GPS/GLONASS and GPS/GLONASS/Galileo are assessed for different cut-off elevation angles. The results demonstrate that the SNR of GNSS solutions for GPS/GLONASS and GPS/GLONASS/Galileo is the highest, which signifies their use in SHM. The accuracy of the dynamic movements of structures can be attained to 2 mm, on average, using multi-GNSS measurements even when using high cut-off elevation angles up to 40°. The precision of GPS/GLONASS and GPS/GLONASS/Galileo systems with different cut-off elevation angles was high when referenced to LVDT.
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spelling doaj.art-25836f8aae4e4ecb97de44a74590b34c2022-12-21T22:26:13ZengTaylor & Francis GroupGeomatics, Natural Hazards & Risk1947-57051947-57132020-01-011112239226210.1080/19475705.2020.18360401836040Evaluation of multi-GNSS high-rate relative positioning for monitoring dynamic structural movements in the urban environmentMosbeh R. Kaloop0Cemal O. Yigit1Ahmed El-Mowafy2Mert Bezcioglu3Ahmet A. Dindar4Jong Wan Hu5Department of Civil and Environmental Engineering, Incheon National UniversityDepartment of Geomatics Engineering, Gebze Technical UniversitySchool of Earth and Planetary Sciences, Curtin UniversityDepartment of Geomatics Engineering, Gebze Technical UniversityDepartment of Civil Engineering, Gebze Technical UniversityDepartment of Civil and Environmental Engineering, Incheon National UniversitySkyscrapers cause both limited sky-view and multipath error when using Global Navigation Satellite System (GNSS) measurements for monitoring structural movements. To reduce multipath errors, cut-off elevation angle can be set to a high value such as 30°−40°. However, in the case of employing high cut-off elevation angles, the use of GPS only may not provide adequate positioning solutions. To overcome this problem, Galileo and GLONASS observations are combined with GPS observations. This study experimentally investigates the contribution of multi-GNSS for studying the effects of different cut-off elevation angles on the accuracy of high-rate GNSS results for detecting characteristics of dynamic motions for structural health monitoring (SHM). The filtration design, noise level and Signal-to-Noise Ratio (SNR) of high-rate GNSS measurements of GPS-only, GPS/Galileo, GPS/GLONASS and GPS/GLONASS/Galileo are assessed for different cut-off elevation angles. The results demonstrate that the SNR of GNSS solutions for GPS/GLONASS and GPS/GLONASS/Galileo is the highest, which signifies their use in SHM. The accuracy of the dynamic movements of structures can be attained to 2 mm, on average, using multi-GNSS measurements even when using high cut-off elevation angles up to 40°. The precision of GPS/GLONASS and GPS/GLONASS/Galileo systems with different cut-off elevation angles was high when referenced to LVDT.http://dx.doi.org/10.1080/19475705.2020.1836040high-rate gnsscut-off elevationmultipathstructural health monitoringdynamic motions
spellingShingle Mosbeh R. Kaloop
Cemal O. Yigit
Ahmed El-Mowafy
Mert Bezcioglu
Ahmet A. Dindar
Jong Wan Hu
Evaluation of multi-GNSS high-rate relative positioning for monitoring dynamic structural movements in the urban environment
Geomatics, Natural Hazards & Risk
high-rate gnss
cut-off elevation
multipath
structural health monitoring
dynamic motions
title Evaluation of multi-GNSS high-rate relative positioning for monitoring dynamic structural movements in the urban environment
title_full Evaluation of multi-GNSS high-rate relative positioning for monitoring dynamic structural movements in the urban environment
title_fullStr Evaluation of multi-GNSS high-rate relative positioning for monitoring dynamic structural movements in the urban environment
title_full_unstemmed Evaluation of multi-GNSS high-rate relative positioning for monitoring dynamic structural movements in the urban environment
title_short Evaluation of multi-GNSS high-rate relative positioning for monitoring dynamic structural movements in the urban environment
title_sort evaluation of multi gnss high rate relative positioning for monitoring dynamic structural movements in the urban environment
topic high-rate gnss
cut-off elevation
multipath
structural health monitoring
dynamic motions
url http://dx.doi.org/10.1080/19475705.2020.1836040
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