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<front>
<journal-meta>
<journal-id journal-id-type="publisher">ISPRS-Archives</journal-id>
<journal-title-group>
<journal-title>The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences</journal-title>
<abbrev-journal-title abbrev-type="publisher">ISPRS-Archives</abbrev-journal-title>
<abbrev-journal-title abbrev-type="nlm-ta">Int. Arch. Photogramm. Remote Sens. Spatial Inf. Sci.</abbrev-journal-title>
</journal-title-group>
<issn pub-type="epub">2194-9034</issn>
<publisher><publisher-name>ISPRS</publisher-name>
<publisher-loc>Göttingen, Germany</publisher-loc>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="doi">10.5194/isprsarchives-XXXIX-B5-239-2012</article-id>
<title-group>
<article-title>DYNAMIC CONCRETE BEAM DEFORMATION MEASUREMNET WITH 3D RANGE CAMERAS</article-title>
</title-group>
<contrib-group><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Qi</surname>
<given-names>X.</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
</contrib>
<contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Lichti</surname>
<given-names>D.</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
</contrib>
</contrib-group><aff id="aff1">
<label>1</label>
<addr-line>Dept. of Geomatics Engineering, University of Calgary, 2500 University Dr NW, Calgary, Alberta, T2N 1N4 Canada</addr-line>
</aff>
<pub-date pub-type="epub">
<day>27</day>
<month>07</month>
<year>2012</year>
</pub-date>
<volume>XXXIX-B5</volume>
<fpage>239</fpage>
<lpage>244</lpage>
<permissions>
<copyright-statement>Copyright: &#x000a9; 2012 X. Qi</copyright-statement>
<copyright-year>2012</copyright-year>
<license license-type="open-access">
<license-p>This work is licensed under the Creative Commons Attribution 3.0 Unported License. To view a copy of this licence, visit <ext-link ext-link-type="uri"  xlink:href="https://creativecommons.org/licenses/by/3.0/">https://creativecommons.org/licenses/by/3.0/</ext-link></license-p>
</license>
</permissions>
<self-uri xlink:href="https://isprs-archives.copernicus.org/articles/XXXIX-B5/239/2012/isprs-archives-XXXIX-B5-239-2012.html">This article is available from https://isprs-archives.copernicus.org/articles/XXXIX-B5/239/2012/isprs-archives-XXXIX-B5-239-2012.html</self-uri>
<self-uri xlink:href="https://isprs-archives.copernicus.org/articles/XXXIX-B5/239/2012/isprs-archives-XXXIX-B5-239-2012.pdf">The full text article is available as a PDF file from https://isprs-archives.copernicus.org/articles/XXXIX-B5/239/2012/isprs-archives-XXXIX-B5-239-2012.pdf</self-uri>
<abstract>
<p>Concrete beams are used to construct bridges and other structures. Due to the traffic overloading or the decaying state of structures,
deformation of bridges or other structures occurs frequently. Therefore, the requirement to measure concrete beam deformation, as
integral components of structures, is well recognized. Many imaging techniques such as digital cameras, laser scanners and range
cameras have been proven to be accurate and cost-effective methods for large-area measurement of deformation under static loading
conditions. However, for obtaining useful information about the behaviour of the beams or monitoring real-time bridge deformation,
the ability to measurement deformation under dynamic loading conditions is also necessary. This paper presents a relatively low-cost
and high accuracy imaging technique to measure the deformation of concrete beams in response to dynamic loading with range
cameras. However, due to the range camera measurement principle, target movement could lead to motion artefacts that degrade
range measurement accuracy. The results of simulated and real-data investigation into the motion artefacts show that the lower
sampling frequency leads to the more significant motion artefact. The results from real data experiments have indicated that periodic
deformation can be recovered with sub-millimetre accuracy when the 3 Hz and 4 mm amplitude target motion is sampled at a rate of
least 20 Hz and with 31 MHz range camera modulation frequency. When the modulation frequency is 29 MHz, the best sampling
frequency is 20 Hz to keep the error under sub-millimetre.</p>
</abstract>
<counts><page-count count="6"/></counts>
</article-meta>
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