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dc.contributor.authorBezcioglu, Mert
dc.contributor.authorYigit, Cemal
dc.contributor.authorDindar, Ahmet
dc.contributor.authorEl-Mowafy, Ahmed
dc.contributor.authorWang, Kan
dc.date.accessioned2024-03-25T07:55:56Z
dc.date.available2024-03-25T07:55:56Z
dc.date.issued2024
dc.identifier.citationBezcioglu, M. and Yigit, C. and Dindar, A. and El-Mowafy, A. and Wang, K. 2024. High-rate Single-Frequency Precise Point Positioning (SF-PPP) in the detection of structural displacements and ground motions. Structural Engineering and Mechanics. 89 (6): pp. 589-599.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/94594
dc.identifier.doi10.12989/sem.2024.89.6.589
dc.description.abstract

This study presents the usability of the high-rate single-frequency Precise Point Positioning (SF-PPP) technique based on 20 Hz Global Positioning Systems (GPS)-only observations in detecting dynamic motions. SF-PPP solutions were obtained from post-mission and real-time GNSS corrections. These include the International GNSS Service (IGS)-Final, IGS real-time (RT), real-time MADOCA (Multi-GNSS Advanced Demonstration tool for Orbit and Clock Analysis), and real-time products from the Australian/New Zealand satellite-based augmentation systems (SBAS, known as SouthPAN). SF-PPP results were compared with LVDT (Linear Variable Differential Transformer) sensor and single-frequency relative positioning (SF-RP) solutions. The findings show that the SF-PPP technique successfully detects the harmonic motions, and the real-time products-based PPP solutions were as accurate as the final post-mission products. In the frequency domain, all GNSS-based methods evaluated in this contribution correctly detect the dominant frequency of short-term harmonic oscillations, while the differences in the amplitude values corresponding to the peak frequency do not exceed 1.1 mm. However, evaluations in the time domain show that SF-PPP needs high-pass filtering to detect accurate displacement since SF-PPP solutions include trends and low-frequency fluctuations, mainly due to atmospheric effects. Findings obtained in the time domain indicate that final, real-time, and MADOCA-based PPP results capture short-term dynamic behaviors with an accuracy ranging from 3.4 mm to 8.5 mm, and SBAS-based PPP solutions have several times higher RMSE values compared to other methods. However, after high-pass filtering, the accuracies obtained from PPP methods decreased to a few mm. The outcomes demonstrate the potential of the high-rate SF-PPP method to reliably monitor structural and earthquake-induced ground motions and vibration frequencies of structures.

dc.publisherKorea Advanced Institute of Science and Technology
dc.subjectprecise point positioning
dc.subjectreal-time
dc.subjectPPP
dc.subjectSBAS
dc.titleHigh-rate Single-Frequency Precise Point Positioning (SF-PPP) in the detection of structural displacements and ground motions
dc.typeJournal Article
dcterms.source.volume89
dcterms.source.number6
dcterms.source.startPage589
dcterms.source.endPage599
dcterms.source.issn1225-4568
dcterms.source.titleStructural Engineering and Mechanics
dc.date.updated2024-03-25T07:55:54Z
curtin.departmentSchool of Earth and Planetary Sciences (EPS)
curtin.accessStatusFulltext not available
curtin.facultyFaculty of Science and Engineering
curtin.contributor.orcidEl-Mowafy, Ahmed [0000-0001-7060-4123]
curtin.contributor.scopusauthoridEl-Mowafy, Ahmed [7004059531]
curtin.repositoryagreementV3


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