<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE article PUBLIC "-//NLM//DTD Journal Publishing DTD v3.0 20080202//EN" "https://jats.nlm.nih.gov/nlm-dtd/publishing/3.0/journalpublishing3.dtd">
<article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" article-type="research-article" dtd-version="3.0" xml:lang="en">
<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-XLVI-5-W1-2022-171-2022</article-id>
<title-group>
<article-title>PHOTOGRAMMETRY, LASER SCANNING AND HBIM FOR CONSTRUCTION DIAGNOSTIC</article-title>
</title-group>
<contrib-group><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Pavelka jr.</surname>
<given-names>K.</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
</contrib>
</contrib-group><aff id="aff1">
<label>1</label>
<addr-line>Department of Geomatics, Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic</addr-line>
</aff>
<pub-date pub-type="epub">
<day>03</day>
<month>02</month>
<year>2022</year>
</pub-date>
<volume>XLVI-5/W1-2022</volume>
<fpage>171</fpage>
<lpage>176</lpage>
<permissions>
<copyright-statement>Copyright: &#x000a9; 2022 K. Pavelka jr.</copyright-statement>
<copyright-year>2022</copyright-year>
<license license-type="open-access">
<license-p>This work is licensed under the Creative Commons Attribution 4.0 International License. To view a copy of this licence, visit <ext-link ext-link-type="uri"  xlink:href="https://creativecommons.org/licenses/by/4.0/">https://creativecommons.org/licenses/by/4.0/</ext-link></license-p>
</license>
</permissions>
<self-uri xlink:href="https://isprs-archives.copernicus.org/articles/XLVI-5-W1-2022/171/2022/isprs-archives-XLVI-5-W1-2022-171-2022.html">This article is available from https://isprs-archives.copernicus.org/articles/XLVI-5-W1-2022/171/2022/isprs-archives-XLVI-5-W1-2022-171-2022.html</self-uri>
<self-uri xlink:href="https://isprs-archives.copernicus.org/articles/XLVI-5-W1-2022/171/2022/isprs-archives-XLVI-5-W1-2022-171-2022.pdf">The full text article is available as a PDF file from https://isprs-archives.copernicus.org/articles/XLVI-5-W1-2022/171/2022/isprs-archives-XLVI-5-W1-2022-171-2022.pdf</self-uri>
<abstract>
<p>The aim of this article is to show today&apos;s possibilities of the documentation of damaged monuments by various technologies on a case study. Laser scanning, mobile laser scanning, terrestrial photogrammetry using hand-held camera, and drone aerial photogrammetry were used. The outputs were textured and non-textured point clouds and an aerial orthophoto of the object. The clouds were compared in terms of possible deformations, the issues of overall accuracy and time required to focus the object were also discussed. The outputs were used for the basic plans of the building, intended for the planned reconstruction and also for the creation of a model for HBIM.</p>
</abstract>
<counts><page-count count="6"/></counts>
</article-meta>
</front>
<body/>
<back>
</back>
</article>