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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>Copernicus Publications</publisher-name>
<publisher-loc>Göttingen, Germany</publisher-loc>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="doi">10.5194/isprs-archives-XLI-B5-719-2016</article-id>
<title-group>
<article-title>AN AUTOMATIC METHOD FOR GEOMETRIC SEGMENTATION OF MASONRY ARCH BRIDGES FOR STRUCTURAL ENGINEERING PURPOSES</article-title>
</title-group>
<contrib-group><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Riveiro</surname>
<given-names>B.</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>DeJong</surname>
<given-names>M.</given-names>
</name>
<xref ref-type="aff" rid="aff2">
<sup>2</sup>
</xref>
</contrib>
<contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Conde</surname>
<given-names>B.</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 Materials Engineering, Applied Mechanics &amp; Construction, University of Vigo, 36208 Vigo, Spain</addr-line>
</aff>
<aff id="aff2">
<label>2</label>
<addr-line>Dept. of Engineering, University of Cambridge, CB2 1PZ. Cambridge, United Kingdom</addr-line>
</aff>
<pub-date pub-type="epub">
<day>16</day>
<month>06</month>
<year>2016</year>
</pub-date>
<volume>XLI-B5</volume>
<fpage>719</fpage>
<lpage>724</lpage>
<permissions>
<copyright-statement>Copyright: &#x000a9; 2016 B. Riveiro et al.</copyright-statement>
<copyright-year>2016</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/XLI-B5/719/2016/isprs-archives-XLI-B5-719-2016.html">This article is available from https://isprs-archives.copernicus.org/articles/XLI-B5/719/2016/isprs-archives-XLI-B5-719-2016.html</self-uri>
<self-uri xlink:href="https://isprs-archives.copernicus.org/articles/XLI-B5/719/2016/isprs-archives-XLI-B5-719-2016.pdf">The full text article is available as a PDF file from https://isprs-archives.copernicus.org/articles/XLI-B5/719/2016/isprs-archives-XLI-B5-719-2016.pdf</self-uri>
<abstract>
<p>Despite the tremendous advantages of the laser scanning technology for the geometric characterization of built constructions, there
are important limitations preventing more widespread implementation in the structural engineering domain. Even though the
technology provides extensive and accurate information to perform structural assessment and health monitoring, many people are
resistant to the technology due to the processing times involved. Thus, new methods that can automatically process LiDAR data and
subsequently provide an automatic and organized interpretation are required.
&lt;br&gt;&lt;br&gt;
This paper presents a new method for fully automated point cloud segmentation of masonry arch bridges. The method efficiently
creates segmented, spatially related and organized point clouds, which each contain the relevant geometric data for a particular
component (pier, arch, spandrel wall, etc.) of the structure. The segmentation procedure comprises a heuristic approach for the
separation of different vertical walls, and later image processing tools adapted to voxel structures allows the efficient segmentation
of the main structural elements of the bridge. The proposed methodology provides the essential processed data required for structural
assessment of masonry arch bridges based on geometric anomalies. The method is validated using a representative sample of
masonry arch bridges in Spain.</p>
</abstract>
<counts><page-count count="6"/></counts>
</article-meta>
</front>
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