Analyzing Object Verticality: A Three-Segment Linear Regression Model
Lecture Notes in Networks and Systems, ISSN: 2367-3389, Vol: 1143 LNNS, Page: 347-359
2024
- 1Citations
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Example: if you select the 1-year option for an article published in 2019 and a metric category shows 90%, that means that the article or review is performing better than 90% of the other articles/reviews published in that journal in 2019. If you select the 3-year option for the same article published in 2019 and the metric category shows 90%, that means that the article or review is performing better than 90% of the other articles/reviews published in that journal in 2019, 2018 and 2017.
Citation Benchmarking is provided by Scopus and SciVal and is different from the metrics context provided by PlumX Metrics.
Metrics Details
- Citations1
- Citation Indexes1
Conference Paper Description
When inspecting the stability of tall slender structures like towers, chimneys, masts, or skyscrapers the main stability criterion is the object’s inclination. Geodesy plays an important role in the process of structural health monitoring of these objects. Geodetic engineers use various types of measurements (classical distance and angle measurements, height differences) and methods (global navigational positioning system, photogrammetry, laser scanning, etc.) to inspect the verticality of these objects. In this paper, a method based on terrestrial measurements by a total station and linear regression model was used to inspect the verticality of the steel grid pillars in the Sarajevo region. To assess a 3D vector that describes the verticality of the object by classical linear regression, a three-segment linear regression model was introduced in this research. The complete procedure of acquiring the data, processing data, and assessing the accuracy of the obtained results is described in this paper. The results showed that the proposed approach based on a three-segment linear regression model and terrestrial reflectorless observations can provide accurate and reliable results in inspecting the stability of steel grid pillars.
Bibliographic Details
http://www.scopus.com/inward/record.url?partnerID=HzOxMe3b&scp=85206364582&origin=inward; http://dx.doi.org/10.1007/978-3-031-71694-2_26; https://link.springer.com/10.1007/978-3-031-71694-2_26; https://dx.doi.org/10.1007/978-3-031-71694-2_26; https://link.springer.com/chapter/10.1007/978-3-031-71694-2_26
Springer Science and Business Media LLC
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