A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Terrestrial Laser Scanning Application for General Plane Position Estimation
https://orcid.org/http://orcid.org/0000-0002-5935-049X
https://orcid.org/http://orcid.org/0000-0002-6289-544X
https://orcid.org/http://orcid.org/0000-0003-3443-650X
https://orcid.org/http://orcid.org/0000-0002-0428-8852
https://orcid.org/http://orcid.org/0000-0002-7511-4171
The method of terrestrial laser scanning (TLS) data acquisition becomes the widely applicable method for the miscellaneous analyses. Its application in the civil engineering field still increases. The deformation and translation processes may be captured, calculated and interpreted after the visualization of collected data from the laser scanner. The detailed and mainly redundant data provided by the TLS method enable reliable analysis with sufficient precision and related application of estimation models and analysis. It is possible to estimate and examine the chosen object’s parameter and observe its behavior and course. This research is devoted to the estimation of the plane in the general position folded by the examined construction parameter which was laser-scanned by the terrestrial laser scanner Leica ScanStation C10. For the estimation of plane parameters, the combined Gauss-Mark model is used. The estimated plane calculation and interpretation contributes to the construction parameter’s course observation with the application of TLS data.
Terrestrial Laser Scanning Application for General Plane Position Estimation
https://orcid.org/http://orcid.org/0000-0002-5935-049X
https://orcid.org/http://orcid.org/0000-0002-6289-544X
https://orcid.org/http://orcid.org/0000-0003-3443-650X
https://orcid.org/http://orcid.org/0000-0002-0428-8852
https://orcid.org/http://orcid.org/0000-0002-7511-4171
The method of terrestrial laser scanning (TLS) data acquisition becomes the widely applicable method for the miscellaneous analyses. Its application in the civil engineering field still increases. The deformation and translation processes may be captured, calculated and interpreted after the visualization of collected data from the laser scanner. The detailed and mainly redundant data provided by the TLS method enable reliable analysis with sufficient precision and related application of estimation models and analysis. It is possible to estimate and examine the chosen object’s parameter and observe its behavior and course. This research is devoted to the estimation of the plane in the general position folded by the examined construction parameter which was laser-scanned by the terrestrial laser scanner Leica ScanStation C10. For the estimation of plane parameters, the combined Gauss-Mark model is used. The estimated plane calculation and interpretation contributes to the construction parameter’s course observation with the application of TLS data.
Terrestrial Laser Scanning Application for General Plane Position Estimation
https://orcid.org/http://orcid.org/0000-0002-5935-049X
https://orcid.org/http://orcid.org/0000-0002-6289-544X
https://orcid.org/http://orcid.org/0000-0003-3443-650X
https://orcid.org/http://orcid.org/0000-0002-0428-8852
https://orcid.org/http://orcid.org/0000-0002-7511-4171
The method of terrestrial laser scanning (TLS) data acquisition becomes the widely applicable method for the miscellaneous analyses. Its application in the civil engineering field still increases. The deformation and translation processes may be captured, calculated and interpreted after the visualization of collected data from the laser scanner. The detailed and mainly redundant data provided by the TLS method enable reliable analysis with sufficient precision and related application of estimation models and analysis. It is possible to estimate and examine the chosen object’s parameter and observe its behavior and course. This research is devoted to the estimation of the plane in the general position folded by the examined construction parameter which was laser-scanned by the terrestrial laser scanner Leica ScanStation C10. For the estimation of plane parameters, the combined Gauss-Mark model is used. The estimated plane calculation and interpretation contributes to the construction parameter’s course observation with the application of TLS data.
Terrestrial Laser Scanning Application for General Plane Position Estimation
Lecture Notes in Civil Engineering
Akimov, Pavel (editor) / Vatin, Nikolai (editor) / Chromčák, Jakub (author) / Bačová, Daša (author) / Seidlová, Anna (author) / Danišovič, Peter (author) / Zuziaková, Ingrid (author)
International Conference on Russian-Polish-Slovak Seminar Theoretical Foundation of Civil Engineering ; 2021 ; Moscow, Russia
XXX Russian-Polish-Slovak Seminar Theoretical Foundation of Civil Engineering (RSP 2021) ; Chapter: 24 ; 207-214
2021-09-15
8 pages
Article/Chapter (Book)
Electronic Resource
English
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