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  <doc>
    <id>3744</id>
    <completedYear/>
    <publishedYear>2025</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst>278</pageFirst>
    <pageLast>285</pageLast>
    <pageNumber/>
    <edition/>
    <issue>4</issue>
    <volume>47</volume>
    <type>article</type>
    <publisherName>Ernst &amp; Sohn</publisherName>
    <publisherPlace>Berlin</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Die Muschelgrotte (Neuer Garten Potsdam)</title>
    <abstract language="deu">In der diesem Bericht zugrundeliegenden Diplomarbeit wurde das raumklimatische Verhalten der Muschelgrotte im Neuen Garten in Potsdam in Abhängigkeit von verschiedenen Lüftungsszenarien und unter Berücksichtigung der über den Fußboden eindiffundierenden Feuchte untersucht. Bevor das Raumklima untersucht und das hygrothermische Verhalten des Bauwerks mittels Simulationen bewertet wurde, wurden im Rahmen einer Bauaufnahme geotechnische und bauphysikalische Untersuchungen vorgenommen. In den hygrothermischen Gebäudesimulationen wurde der bauphysikalischen Interaktion zwischen dem Raumklima und dem feuchtebelasteten Fußboden besondere Aufmerksamkeit gewidmet. Abschließend wurden Möglichkeiten zur Reduzierung der Raumluft- und Oberflächenfeuchte sowie feuchtetechnischen Situation des Fußbodens herausgestellt.</abstract>
    <parentTitle language="deu">Bauphysik : Wärme, Feuchte, Schall, Brand, Licht, Energie, Klima</parentTitle>
    <subTitle language="deu">Das Raumklima im Hinblick auf die über den Fußboden eindiffundierende Feuchte</subTitle>
    <identifier type="issn">0171-5445</identifier>
    <identifier type="issn">1437-0980</identifier>
    <identifier type="doi">10.1002/bapi.202500021</identifier>
    <enrichment key="opus.import.date">2025-10-27T10:47:48+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">hisres</enrichment>
    <enrichment key="opus.doi.autoCreate">false</enrichment>
    <enrichment key="opus.urn.autoCreate">false</enrichment>
    <licence>Keine öffentliche Lizenz - es gilt das deutsche Urheberrecht</licence>
    <author>Finn E. Schmid-Bonde</author>
    <author>Peter von der Weide</author>
    <author>Jörg Röder</author>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Hygrothermische Simulation</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Diffusion</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Feuchtigkeitsmessung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Mikrowelle</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Raumklima</value>
    </subject>
    <collection role="ddc" number="620">Ingenieurwissenschaften</collection>
    <collection role="institutes" number="fb3">FB3 Bauingenieurwesen</collection>
    <collection role="institutes" number="">Inst. für angewandte Forschung Urbane Zukunft (IaF)</collection>
    <collection role="Import" number="import">Import</collection>
    <thesisPublisher>Fachhochschule Potsdam</thesisPublisher>
  </doc>
  <doc>
    <id>1319</id>
    <completedYear/>
    <publishedYear>1998</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>157</pageFirst>
    <pageLast>180</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>4</volume>
    <type>article</type>
    <publisherName>Cass</publisherName>
    <publisherPlace>London</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>2016-09-21</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Section, strain and stress</title>
    <parentTitle language="eng">ICON : the journal of the International Committee for the History of Technology</parentTitle>
    <subTitle language="deu">the anatomy of construction from Leonardo to modern times</subTitle>
    <identifier type="issn">1361-8113</identifier>
    <identifier type="url">https://www.jstor.org/stable/23785964</identifier>
    <licence>Keine öffentliche Lizenz - es gilt das deutsche Urheberrecht</licence>
    <author>Andreas Kahlow</author>
    <author>Allison Brown</author>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Geschichte</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Konstruktionslehre</value>
    </subject>
    <collection role="ddc" number="620">Ingenieurwissenschaften</collection>
    <collection role="institutes" number="fb3">FB3 Bauingenieurwesen</collection>
  </doc>
  <doc>
    <id>1308</id>
    <completedYear/>
    <publishedYear>1998</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>37</pageFirst>
    <pageLast>42</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>bookpart</type>
    <publisherName>Balkema</publisherName>
    <publisherPlace>Rotterdam</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>2016-09-14</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Arch and vault from 1800 to 1864</title>
    <parentTitle language="eng">Arch bridges : history, analysis, assessment, maintenance and repair</parentTitle>
    <identifier type="isbn">90-5809-012-4</identifier>
    <note>International Arch Bridge Conference 2, Venice, Italy, 6 - 9 October 1998</note>
    <licence>Keine öffentliche Lizenz - es gilt das deutsche Urheberrecht</licence>
    <author>Andreas Kahlow</author>
    <author>Karl-Eugen Kurrer</author>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Brückenbau</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Elastizitätstheorie</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Bogenbrücke</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Geschichte</value>
    </subject>
    <collection role="ddc" number="620">Ingenieurwissenschaften</collection>
    <collection role="institutes" number="fb3">FB3 Bauingenieurwesen</collection>
  </doc>
  <doc>
    <id>948</id>
    <completedYear/>
    <publishedYear>1998</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst>289</pageFirst>
    <pageLast>304</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>bookpart</type>
    <publisherName>Springer</publisherName>
    <publisherPlace>Berlin</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>2015-04-30</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Verstärken von Stahlbetonbauteilen mit geklebten Kohlefaserlamellen</title>
    <parentTitle language="deu">Spannweite der Gedanken : Festschrift zum 60. Geburtstag von Professor Dr.-Ing. Manfred Specht</parentTitle>
    <identifier type="doi">10.1007/978-3-642-71963-9_15</identifier>
    <identifier type="isbn">978-3-642-71964-6</identifier>
    <licence>Keine öffentliche Lizenz - es gilt das deutsche Urheberrecht</licence>
    <author>Johannes Vielhaber</author>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Verstärkungswerkstoff</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Faserverstärkung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Faserverbundwerkstoff</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kohlenstofffaserverstärkter Kohlenstoffwerkstoff</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Stahlbeton</value>
    </subject>
    <collection role="ddc" number="620">Ingenieurwissenschaften</collection>
    <collection role="ddc" number="660">Chemische Verfahrenstechnik</collection>
    <collection role="ddc" number="690">Hausbau, Bauhandwerk</collection>
    <collection role="institutes" number="fb3">FB3 Bauingenieurwesen</collection>
  </doc>
  <doc>
    <id>765</id>
    <completedYear/>
    <publishedYear>1998</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst>27</pageFirst>
    <pageLast>30</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>conferenceobject</type>
    <publisherName/>
    <publisherPlace>Potsdam</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>2014-11-17</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Von Belidor bis Gilly : Ingenieure zwischen Theorie und Praxis</title>
    <parentTitle language="deu">Vom Schönen und Nützlichen : David Gilly (1748-1808)</parentTitle>
    <licence>Keine öffentliche Lizenz - es gilt das deutsche Urheberrecht</licence>
    <author>Andreas Kahlow</author>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Gilly, David</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Belidor, Bernard Forest de</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Ingenieurleistung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Springbrunnen</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Wasserbau</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kunst</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Kanalbau</value>
    </subject>
    <collection role="ddc" number="620">Ingenieurwissenschaften</collection>
    <collection role="ddc" number="720">Architektur</collection>
    <collection role="institutes" number="fb3">FB3 Bauingenieurwesen</collection>
  </doc>
  <doc>
    <id>766</id>
    <completedYear/>
    <publishedYear>1998</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst>46</pageFirst>
    <pageLast>47</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>conferenceobject</type>
    <publisherName/>
    <publisherPlace>Potsdam</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>2014-11-17</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Industrie und Natur</title>
    <parentTitle language="deu">Vom Schönen und Nützlichen : David Gilly (1748-1808)</parentTitle>
    <licence>Keine öffentliche Lizenz - es gilt das deutsche Urheberrecht</licence>
    <author>Andreas Kahlow</author>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Eisenbrücke</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Eisenarchitektur</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Industrieanlage</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Eisengießerei</value>
    </subject>
    <collection role="ddc" number="600">Technik</collection>
    <collection role="ddc" number="620">Ingenieurwissenschaften</collection>
    <collection role="ddc" number="720">Architektur</collection>
    <collection role="institutes" number="fb3">FB3 Bauingenieurwesen</collection>
  </doc>
  <doc>
    <id>3759</id>
    <completedYear/>
    <publishedYear>2025</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst/>
    <pageLast/>
    <pageNumber>4</pageNumber>
    <edition/>
    <issue/>
    <volume/>
    <type>conferenceobject</type>
    <publisherName>EDP Sciences</publisherName>
    <publisherPlace>Frankreich</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Micromechanical analysis of the cyclic mechanical response of granular materials through DEM simulations</title>
    <abstract language="eng">In this study, we investigate with the Discrete Element Method (DEM) the mechanical behavior of a cohesionless granular material under undrained true triaxial conditions, considering both monotonic and cyclic loading. We link the microstructure evolution within the granular assembly to its macroscopic cyclic response. To capture the mechanical response of our reference material (Karlsruhe fine sand), a rolling resistance linear contact model along with spherical particles is calibrated through a trial-and-error process, adjusting the model parameters to capture the experimentally observed behavior as close as possible. A series of cyclic undrained triaxial tests were simulated to investigate the micromechanical processes underlying liquefaction of sand under cyclic shearing. We analyzed the evolution of various fabric indices, including the redundancy index, contact normal orientations, and fabric anisotropy in relation to the pre- and post-liquefaction responses. The results reveal that a redundancy index below unity provides a unified criterion for the loss of the isostatic condition within the granular assembly, which triggers the onset of liquefaction. Throughout the cyclic loading process, sliding-dominant contact-yielding mechanisms remain prevalent. Additionally, significant changes in contact normal orientation and increasing fabric anisotropy dependent on the induced axial strain occur as the sample undergoes post-liquefaction deformation.</abstract>
    <parentTitle language="eng">Powders &amp; Grains 2025</parentTitle>
    <identifier type="doi">10.1051/epjconf/202534007020</identifier>
    <enrichment key="opus.import.date">2025-12-05T14:27:32+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">hisres</enrichment>
    <enrichment key="opus.doi.autoCreate">false</enrichment>
    <enrichment key="opus.urn.autoCreate">false</enrichment>
    <licence>Creative Commons - CC BY - Namensnennung 4.0 International</licence>
    <author>M. Victoria Molina</author>
    <author>Roberto Cudmani</author>
    <author>Andrés Alfonso Peña-Olarte</author>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Diskrete-Elemente-Methode</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Geotechnik</value>
    </subject>
    <collection role="ddc" number="620">Ingenieurwissenschaften</collection>
    <collection role="institutes" number="fb3">FB3 Bauingenieurwesen</collection>
    <collection role="Import" number="import">Import</collection>
    <collection role="open_access_fhp" number="">Hybrid Open Access</collection>
    <thesisPublisher>Fachhochschule Potsdam</thesisPublisher>
  </doc>
  <doc>
    <id>2993</id>
    <completedYear/>
    <publishedYear>2021</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>269</pageFirst>
    <pageLast>278</pageLast>
    <pageNumber/>
    <edition/>
    <issue>2-4</issue>
    <volume>4</volume>
    <type>article</type>
    <publisherName>Ernst &amp; Sohn</publisherName>
    <publisherPlace>Berlin</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>2023-02-01</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">New ideas for steel-concrete composite bridges overpassing highways : VFT-RS technology</title>
    <abstract language="eng">Roads overpassing highways or speedways are rather a common case, as such bridges occur in average every 2 km of highways in densely populated areas. Due to the high number and similar boundary conditions, the design and realization tends to be standardized and repetitive. The total length ranges mostly between 40 and 55 m, whereas the construction height is a limiting factor since minimumclearance heights must be guaranteed both for safety as well as for driving comfort. Due to these reasons, highway overpasses have been a field of application where steel-framed composite decks have proventheir efficiency for this task. Starting from Germany, the VFT technology (prefabricated composite beam) has spread in several European  countries in the last decades as further development of the standard steel-concrete composite solution. Its configuration fits perfectly to integral frame bridges built over existing infrastructure with the scope to minimize the traffic disturbance. In this paper a further step is proposed: the VFT-RS technology. The change consists in using standard rolled sections  by adapting them into the integral frame bridge configuration, further enhancing the structural efficiency with the benefits of high-steel strength. The possibility of weathering steel or hot-dip galvanization create the unique offer of a maintenance-free solution.</abstract>
    <parentTitle language="eng">ce/papers</parentTitle>
    <identifier type="doi">10.1002/cepa.1292</identifier>
    <identifier type="issn">2509-7075</identifier>
    <enrichment key="opus.source">publish</enrichment>
    <licence>Creative Commons - CC BY - Namensnennung 4.0 International</licence>
    <author>Riccardo Zanon</author>
    <author>Günter Seidl</author>
    <author>Dennis Rademacher</author>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Verbundbrücke</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Autobahnbrücke</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Stahlbrücke</value>
    </subject>
    <collection role="ddc" number="620">Ingenieurwissenschaften</collection>
    <collection role="institutes" number="fb3">FB3 Bauingenieurwesen</collection>
    <thesisPublisher>Fachhochschule Potsdam</thesisPublisher>
  </doc>
  <doc>
    <id>2899</id>
    <completedYear/>
    <publishedYear>2022</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst/>
    <pageLast/>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>270</volume>
    <type>article</type>
    <publisherName>Elsevier</publisherName>
    <publisherPlace>Amsterdam</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>2022-09-20</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Hybrid steel-concrete sections for bridges : definition and basis for design</title>
    <abstract language="eng">This paper introduces (both formally and technically) a new concept: a hybrid steel–concrete cross section. The definition is based on the shear force transmission mechanism and it assumes the existence of a new type of shear connections, i.e. composite dowels. The hybrid cross-section is a generalization of composite steel-and-reinforced concrete cross sections and it is defined by a new way of dimensioning for vertical shear. The hybrid cross section concept is based on a specific approach to the lever arm of internal forces and an assumption that the local shear transfer mechanism of composite dowels is different than in the case of classic welded studs. The concept makes it possible to show by design calculations that the shear force is transferred through jointly the concrete part and the steel part. It is worth emphasizing that the proposed concept is a response to the new opportunities provided to engineers by composite dowels and to the fact that the bridge structures designed nowadays are different from the ones designed previously. The concept enables the design of completely new types of composite steel–concrete beams. The presented theoretical analyses verified by means of FEM show how the change of the shear connection level influences the division of the shear force in the cross section. This is included in the design concept through the internal lever arm of the hybrid section. The proposed concept has been shown to be internally consistent and complete.</abstract>
    <parentTitle language="eng">Engineering Structures</parentTitle>
    <identifier type="doi">10.1016/j.engstruct.2022.114902</identifier>
    <identifier type="issn">1873-7323</identifier>
    <enrichment key="opus.source">publish</enrichment>
    <licence>Keine öffentliche Lizenz - es gilt das deutsche Urheberrecht</licence>
    <author>Wojciech Lorenc</author>
    <author>Wolfgang Kurz</author>
    <author>Günter Seidl</author>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Verbundbrücke</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Stahlbetonbrücke</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Verbunddübel</value>
    </subject>
    <collection role="ddc" number="600">Technik, Medizin, angewandte Wissenschaften</collection>
    <collection role="ddc" number="620">Ingenieurwissenschaften</collection>
    <collection role="institutes" number="fb3">FB3 Bauingenieurwesen</collection>
    <thesisPublisher>Fachhochschule Potsdam</thesisPublisher>
  </doc>
  <doc>
    <id>3021</id>
    <completedYear/>
    <publishedYear>2022</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>296</pageFirst>
    <pageLast>316</pageLast>
    <pageNumber/>
    <edition/>
    <issue>4</issue>
    <volume>44</volume>
    <type>article</type>
    <publisherName/>
    <publisherPlace>Wrocław</publisherPlace>
    <creatingCorporation>Wrocław University of Science and Technology</creatingCorporation>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>2023-03-14</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">The evolution of the shape of composite dowels</title>
    <abstract language="eng">Composite dowels have opened new possibilities for engineers designing composite structures. The fundamental and most important characteristic of composite dowels is the shape of the cutting line. It is important to understand why only one particular shape of the cutting line is used in bridge engineering, while so many different shapes have been investigated by many researchers. The essential part of the process of developing composite  dowels  –  the development of the shape of the cutting line – is presented in this paper. The influence of the steel web thickness is presented, and technological problems of steel fabrication are highlighted. The role of empirical experience from the first bridges, push-out tests, and finite element simulations is presented. Assumptions for numerical procedures are given. The distinction between the steel failure and concrete failure modes is introduced for composite dowels. The paper presents how the concept of “shape” was divided into “shape,” “ratio,” and finally “size,” and how, because of the fatigue problems in bridges, all the three factors have emerged to result in the form of shapes that can satisfy the requirements for bridges. Research leading to the invention of the first version of the clothoidal shape is presented.</abstract>
    <parentTitle language="eng">Studia geotechnica et mechanica</parentTitle>
    <identifier type="doi">10.2478/sgem-2022-0021</identifier>
    <identifier type="issn">2083-831X</identifier>
    <enrichment key="opus.source">publish</enrichment>
    <licence>Creative Commons - CC BY - Namensnennung 4.0 International</licence>
    <author>Wojciech Lorenc</author>
    <author>Günter Seidl</author>
    <author>Jacques Berthellemy</author>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Verbunddübel</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Verbundbrücke</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Materialermüdung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Finite-Elemente-Methode</value>
    </subject>
    <collection role="ddc" number="620">Ingenieurwissenschaften</collection>
    <collection role="institutes" number="fb3">FB3 Bauingenieurwesen</collection>
    <collection role="open_access_fhp" number="">Gold Open Access</collection>
    <thesisPublisher>Fachhochschule Potsdam</thesisPublisher>
  </doc>
</export-example>
