<div class="csl-bib-body">
<div class="csl-entry">Kostjak, V., & Neuner, H.-B. (2024, April 17). <i>Investigating the sensitivity of a profile laser scanner</i> [Conference Presentation]. EGU General Assembly 2024, Wien, Austria. http://hdl.handle.net/20.500.12708/205222</div>
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dc.identifier.uri
http://hdl.handle.net/20.500.12708/205222
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dc.description.abstract
The deformation analysis of infrastructural objects like dams, bridges or tunnels is a dominant topic in engineering geodesy. Employing cost-efficient devices that react sensitively to deformations in the sub-millimeter range enables a more efficient geodetic monitoring.
To achieve this objective, the performance of a profile laser scanner, which was manufactured for use in the automation technology, was examined and analyzed for the use in geodetic monitoring.
The promising results of laboratory and large-scale field tests performed on concrete test specimens show the high sensitivity of the profile laser scanner in detecting deformations. Reference measurements with a high-precision distance measuring device (laser tracker) underline the detection of deformations in the sub-millimeter range by the tested profile laser scanner.
en
dc.language.iso
en
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dc.subject
Profile laser scanner
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dc.subject
deformation analysis
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dc.subject
sensitivity
en
dc.title
Investigating the sensitivity of a profile laser scanner
