<?xml version="1.0" encoding="utf-8"?>
<export-example>
  <doc>
    <id>7795</id>
    <completedYear/>
    <publishedYear>2024</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst>443</pageFirst>
    <pageLast>473</pageLast>
    <pageNumber/>
    <edition>3. Aufl.</edition>
    <issue/>
    <volume/>
    <type>bookpart</type>
    <publisherName>Springer Vieweg</publisherName>
    <publisherPlace>Wiesbaden</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>2024-11-14</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Bemessung von Mauerwerk</title>
    <parentTitle language="deu">Konstruktiver Ingenieurbau und Hochbau: Technik, Organisation, Wirtschaftlichkeit</parentTitle>
    <identifier type="isbn">978-3-658-29497-7</identifier>
    <identifier type="doi">10.1007/978-3-658-29498-4</identifier>
    <enrichment key="OtherSeries">Handbuch für Bauingenieure</enrichment>
    <enrichment key="opus.doi.autoCreate">false</enrichment>
    <enrichment key="opus.urn.autoCreate">true</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Detleff Schermer</author>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>ingenieurbau</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Hochbau</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Bemessung</value>
    </subject>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
  </doc>
  <doc>
    <id>6732</id>
    <completedYear/>
    <publishedYear>2020</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst>275</pageFirst>
    <pageLast>296</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>110</volume>
    <type>conferenceobject</type>
    <publisherName>Selbstverlag</publisherName>
    <publisherPlace>Braunschweig</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Messtechnische Ausrüstung von Betonstopfsäulen bei Probebelastungen</title>
    <abstract language="deu">Die Ausrüstung vollverdrängter pfahlartiger Elemente – bei Keller Betonstopfsäulen (BSS) genannt – mit Messtechnik ist während der Herstellung wegen des Einsatzes schwerer Rütteltechnik und fehlender Stahlbewehrung praktisch unmöglich. In Zusammenarbeit von Keller und der Fakultät Bauingenieurwesen der Ostbayerischen Technischen Hochschule Regensburg wurde ein Verfahren zur nachträglichen Installation der Messtechnik entwickelt, das axiale Dehnungsmessungen in den BSS während der Probebelastungen ermöglicht. Die Ausrüstung besteht u. a. aus faseroptischen Komponenten. Das Verfahren wurde in situ an 1:1 Versuchen auf einem Testfeld sowohl bei statischen als auch dynamischen Probebelastungen umgesetzt. Es wurden zwei unterschiedliche Messtechniken gemäß der jeweiligen Art der Probebelastungen eingesetzt. Daneben wurden robuste Piezometer in den Boden eingebracht, die kontinuierliche Porenwasserdruckmessungen nahe der Säulen ermöglichen. Zweck der verwendeten Messtechnik war es vor allem belastbarere Ergebnisse für effektive Bemessungen der Stopfsäulen zu liefern.</abstract>
    <parentTitle language="deu">Messen in der Geotechnik 2020, Fachseminar am 20./21. Februar 2020 in Braunschweig</parentTitle>
    <identifier type="isbn">978-3-948141-02-8</identifier>
    <identifier type="doi">10.24355/dbbs.084-201912181435-0</identifier>
    <enrichment key="OtherSeries">Mitteilung des Instituts für Geomechanik und Geotechnik  Technische Universität Braunschweig  ; Heft Nr. 110</enrichment>
    <enrichment key="opus.doi.autoCreate">false</enrichment>
    <enrichment key="opus.urn.autoCreate">true</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Maximilian Lerch</author>
    <author>Thomas Neidhart</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Acceleration</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Ausrüstung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Baugrund</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Bauverfahren</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Bayern</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Bemessung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Beschleunigung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Bodenaufbau</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Bohrloch</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Bohrpfahl</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>bore pile</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>bore-hole</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Bundesrepublik</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>compacted column foundation</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>construction method</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>cycle</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Dehnungsmessung</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>design</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Deutschland</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>driving</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>driving rod</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Drucksondierung</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>equation</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>equipment</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Extensometer</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Faseroptik</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Faserverbund</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>fiber optic</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>frequency range</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Frequenzbereich</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Gleichung</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>ground</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>grouting technology</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>in-situ concrete pile</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>in-situ test</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>In-Situ-Versuch</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>measuring</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Messtechnik</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>normal force</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Normalkraft</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Ortbetonpfahl</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>penetration testing</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Piezometer</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>pore (water) pressure</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Porenwasserdruck</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>preliminary test</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Probebelastung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Rammsonde</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Rammung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Regensburg</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Sensor</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>soil structure</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Stopfsäule</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>strain measurement</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>test loading</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Verpresstechnik</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Vorversuch</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Zyklus</value>
    </subject>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
    <collection role="institutes" number="">Labor für Geotechnik</collection>
  </doc>
  <doc>
    <id>4874</id>
    <completedYear/>
    <publishedYear>2014</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>115</pageFirst>
    <pageLast>125</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>bookpart</type>
    <publisherName>Beuth</publisherName>
    <publisherPlace>Berlin ; Wien ; Zürich</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Example 4: Strengthening a reinforced concrete column by wrapping</title>
    <parentTitle language="eng">Commentary on the DAfStb guideline "Strengthening of concrete members with adhesively bonded reinforcement" with examples</parentTitle>
    <identifier type="isbn">978-3-410-65255-7</identifier>
    <identifier type="issn">0171-7197</identifier>
    <enrichment key="opus.import.date">2022-07-16T22:09:59+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">importuser</enrichment>
    <enrichment key="OtherSeries">Deutscher Ausschuss für Stahlbeton ; 595 (en)</enrichment>
    <enrichment key="opus.doi.autoCreate">false</enrichment>
    <enrichment key="opus.urn.autoCreate">true</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Wolfgang Finckh</author>
    <author>Roland Niedermeier</author>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Betonbauteil</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Bewehrung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Lamelle</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kohlenstofffaserverstärkter Kunststoff</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kleben</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Tragfähigkeit</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Bemessung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Gewirke</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kohlenstofffaser</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othpublikationsherkunft" number="">Externe Publikationen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
    <collection role="institutes" number="">Labor für konstruktiven Ingenieurbau</collection>
  </doc>
  <doc>
    <id>4873</id>
    <completedYear/>
    <publishedYear>2014</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>47</pageFirst>
    <pageLast>68</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>bookpart</type>
    <publisherName>Beuth</publisherName>
    <publisherPlace>Berlin ; Wien ; Zürich</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Example 1: Strengthening a slab with externally bonded CFRP strips</title>
    <parentTitle language="eng">Commentary on the DAfStb guideline "Strengthening of concrete members with adhesively bonded reinforcement" with examples</parentTitle>
    <identifier type="isbn">978-3-410-65255-7</identifier>
    <identifier type="issn">0171-7197</identifier>
    <enrichment key="opus.import.date">2022-07-16T22:09:59+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">importuser</enrichment>
    <enrichment key="OtherSeries">Deutscher Ausschuss für Stahlbeton ; 595 (en)</enrichment>
    <enrichment key="opus.doi.autoCreate">false</enrichment>
    <enrichment key="opus.urn.autoCreate">false</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Wolfgang Finckh</author>
    <author>Alexander Schmitt</author>
    <author>Konrad Zilch</author>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Betonbauteil</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Bewehrung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Lamelle</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kohlenstofffaserverstärkter Kunststoff</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kleben</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Tragfähigkeit</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Bemessung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Gewirke</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kohlenstoffaser</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othpublikationsherkunft" number="">Externe Publikationen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
    <collection role="institutes" number="">Labor für konstruktiven Ingenieurbau</collection>
  </doc>
  <doc>
    <id>4872</id>
    <completedYear/>
    <publishedYear>2014</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>115</pageFirst>
    <pageLast>125</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>bookpart</type>
    <publisherName>Beuth</publisherName>
    <publisherPlace>Berlin ; Wien ; Zürich</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Example 3: Strengthening a T-beam with externally bonded CFRP strips</title>
    <parentTitle language="eng">Commentary on the DAfStb guideline "Strengthening of concrete members with adhesively bonded reinforcement" with examples</parentTitle>
    <identifier type="isbn">978-3-410-65255-7</identifier>
    <identifier type="issn">0171-7197</identifier>
    <enrichment key="opus.import.date">2022-07-16T22:09:59+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">importuser</enrichment>
    <enrichment key="OtherSeries">Deutscher Ausschuss für Stahlbeton ; 595 (en)</enrichment>
    <enrichment key="opus.doi.autoCreate">false</enrichment>
    <enrichment key="opus.urn.autoCreate">false</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Wolfgang Finckh</author>
    <author>Roland Niedermeier</author>
    <author>Alexander Schmitt</author>
    <author>Konrad Zilch</author>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Betonbauteil</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Bewehrung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Lamelle</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kohlenstofffaserverstärkter Kunststoff</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kleben</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Tragfähigkeit</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Bemessung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Gewirke</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kohlenstoffaser</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othpublikationsherkunft" number="">Externe Publikationen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
    <collection role="institutes" number="">Labor für konstruktiven Ingenieurbau</collection>
  </doc>
  <doc>
    <id>4871</id>
    <completedYear/>
    <publishedYear>2013</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst>45</pageFirst>
    <pageLast>64</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>bookpart</type>
    <publisherName>Beuth</publisherName>
    <publisherPlace>Berlin</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Beispiel 1: Verstärkung einer Platte mit aufgeklebten CFK-Lamellen</title>
    <parentTitle language="deu">Erläuterungen und Beispiele zur DAfStb-Richtlinie "Verstärken von Betonbauteilen mit geklebter Bewehrung"</parentTitle>
    <identifier type="isbn">978-3-410-65245-8</identifier>
    <identifier type="issn">0171-7197</identifier>
    <enrichment key="opus.import.date">2022-07-16T22:09:59+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">importuser</enrichment>
    <enrichment key="OtherSeries">Deutscher Ausschuss für Stahlbeton ; 595</enrichment>
    <enrichment key="opus.doi.autoCreate">false</enrichment>
    <enrichment key="opus.urn.autoCreate">true</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Wolfgang Finckh</author>
    <author>Alexander Schmitt</author>
    <author>Konrad Zilch</author>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Betonbauteil</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Bewehrung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Lamelle</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kohlenstofffaserverstärkter Kunststoff</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kleben</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Tragfähigkeit</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Bemessung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Gewirke</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kohlenstoffaser</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othpublikationsherkunft" number="">Externe Publikationen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
    <collection role="institutes" number="">Labor für konstruktiven Ingenieurbau</collection>
  </doc>
  <doc>
    <id>4870</id>
    <completedYear/>
    <publishedYear>2013</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst>109</pageFirst>
    <pageLast>119</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>bookpart</type>
    <publisherName>Beuth</publisherName>
    <publisherPlace>Berlin</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Beispiel 4: Verstärkung einer Stahlbetonstütze durch Umwicklung</title>
    <parentTitle language="deu">Erläuterungen und Beispiele zur DAfStb-Richtlinie "Verstärken von Betonbauteilen mit geklebter Bewehrung"</parentTitle>
    <identifier type="isbn">978-3-410-65245-8</identifier>
    <identifier type="issn">0171-7197</identifier>
    <enrichment key="opus.import.date">2022-07-16T22:09:59+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">importuser</enrichment>
    <enrichment key="OtherSeries">Deutscher Ausschuss für Stahlbeton ; 595</enrichment>
    <enrichment key="opus.doi.autoCreate">false</enrichment>
    <enrichment key="opus.urn.autoCreate">false</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Wolfgang Finckh</author>
    <author>Roland Niedermeier</author>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Betonbauteil</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Bewehrung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Lamelle</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kohlenstofffaserverstärkter Kunststoff</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kleben</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Tragfähigkeit</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Bemessung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Gewirke</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kohlenstoffaser</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othpublikationsherkunft" number="">Externe Publikationen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
    <collection role="institutes" number="">Labor für konstruktiven Ingenieurbau</collection>
  </doc>
  <doc>
    <id>4869</id>
    <completedYear/>
    <publishedYear>2013</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst>83</pageFirst>
    <pageLast>108</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>bookpart</type>
    <publisherName>Beuth</publisherName>
    <publisherPlace>Berlin</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Beispiel 3: Verstärkung eines Plattenbalkens mit aufgeklebten CFK-Lamellen</title>
    <parentTitle language="deu">Erläuterungen und Beispiele zur DAfStb-Richtlinie "Verstärken von Betonbauteilen mit geklebter Bewehrung"</parentTitle>
    <identifier type="isbn">978-3-410-65245-8</identifier>
    <identifier type="issn">0171-7197</identifier>
    <enrichment key="opus.import.date">2022-07-16T22:09:59+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">importuser</enrichment>
    <enrichment key="OtherSeries">Deutscher Ausschuss für Stahlbeton ; 595</enrichment>
    <enrichment key="opus.doi.autoCreate">false</enrichment>
    <enrichment key="opus.urn.autoCreate">false</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Wolfgang Finckh</author>
    <author>Roland Niedermeier</author>
    <author>Alexander Schmitt</author>
    <author>Konrad Zilch</author>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Betonbauteil</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Bewehrung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Lamelle</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kohlenstofffaserverstärkter Kunststoff</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kleben</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Tragfähigkeit</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Bemessung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Gewirke</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kohlenstoffaser</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othpublikationsherkunft" number="">Externe Publikationen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
    <collection role="institutes" number="">Labor für konstruktiven Ingenieurbau</collection>
  </doc>
  <doc>
    <id>4876</id>
    <completedYear/>
    <publishedYear>2014</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>69</pageFirst>
    <pageLast>86</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>bookpart</type>
    <publisherName>Beuth</publisherName>
    <publisherPlace>Berlin ; Wien ; Zürich</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Example 2: Strengthening a slab with near surface mounted CFRP strips</title>
    <parentTitle language="eng">Commentary on the DAfStb guideline "Strengthening of concrete members with adhesively bonded reinforcement" with examples</parentTitle>
    <identifier type="isbn">978-3-410-65255-7</identifier>
    <identifier type="issn">0171-7197</identifier>
    <enrichment key="opus.import.date">2022-07-16T22:09:59+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">importuser</enrichment>
    <enrichment key="OtherSeries">Deutscher Ausschuss für Stahlbeton ; 595 (en)</enrichment>
    <enrichment key="opus.doi.autoCreate">false</enrichment>
    <enrichment key="opus.urn.autoCreate">true</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Wolfgang Finckh</author>
    <author>Alexander Schmitt</author>
    <author>Konrad Zilch</author>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Betonbauteil</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Bewehrung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Lamelle</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kohlenstofffaserverstärkter Kunststoff</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kleben</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Tragfähigkeit</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Bemessung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Gewirke</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kohlenstoffaser</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othpublikationsherkunft" number="">Externe Publikationen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
    <collection role="institutes" number="">Labor für konstruktiven Ingenieurbau</collection>
  </doc>
  <doc>
    <id>4867</id>
    <completedYear/>
    <publishedYear>2013</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst>65</pageFirst>
    <pageLast>82</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>bookpart</type>
    <publisherName>Beuth</publisherName>
    <publisherPlace>Berlin</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Beispiel 2: Verstärkung einer Platte mit in Schlitze verklebten CFK-Lamellen</title>
    <parentTitle language="deu">Erläuterungen und Beispiele zur DAfStb-Richtlinie "Verstärken von Betonbauteilen mit geklebter Bewehrung"</parentTitle>
    <identifier type="isbn">978-3-410-65245-8</identifier>
    <identifier type="issn">0171-7197</identifier>
    <enrichment key="opus.import.date">2022-07-16T22:09:59+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">importuser</enrichment>
    <enrichment key="OtherSeries">Deutscher Ausschuss für Stahlbeton ; 595</enrichment>
    <enrichment key="opus.doi.autoCreate">false</enrichment>
    <enrichment key="opus.urn.autoCreate">true</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Wolfgang Finckh</author>
    <author>Alexander Schmitt</author>
    <author>Konrad Zilch</author>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Betonbauteil</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Bewehrung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Lamelle</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kohlenstofffaserverstärkter Kunststoff</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kleben</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Tragfähigkeit</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Bemessung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Gewirke</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kohlenstoffaser</value>
    </subject>
    <collection role="ddc" number="624">Ingenieurbau</collection>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othpublikationsherkunft" number="">Externe Publikationen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
    <collection role="institutes" number="">Labor für konstruktiven Ingenieurbau</collection>
  </doc>
</export-example>
