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  <doc>
    <id>2601</id>
    <completedYear/>
    <publishedYear>2019</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>160</pageFirst>
    <pageLast>169</pageLast>
    <pageNumber/>
    <edition/>
    <issue>3</issue>
    <volume>23</volume>
    <type>article</type>
    <publisherName>Ernst &amp; Sohn</publisherName>
    <publisherPlace>Berlin</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Shear tests on highly thermal insulating clay unit masonry walls with thin layer mortar</title>
    <abstract language="eng">The paper presents the results of a series of 6 shear tests on full scale highly thermal insulating clay unit masonry walls. The walls consisted of units with large voids filled with mineral wool with a thermal conductivity of lambda= 0,07 W/(m . K).&#13;
The aim of the investigations was the verification of the in-planeshear resistance of this type of thermal insulating clay unit masonry in addition to the tests reported in [1].&#13;
The current design rules for clay unit masonry in DIN EN 1996-1-1/NA are rather conservative compared to the test results for thermal insulating units.</abstract>
    <parentTitle language="eng">Mauerwerk</parentTitle>
    <identifier type="doi">10.1002/dama.201900007</identifier>
    <identifier type="issn">1432-3427</identifier>
    <identifier type="old">1437-1022</identifier>
    <enrichment key="opus.import.date">2022-01-27T15:41:12+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">importuser</enrichment>
    <enrichment key="BegutachtungStatus">peer-reviewed</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Detleff Schermer</author>
    <author>Udo Joachim Meyer</author>
    <author>Marjana Lutman</author>
    <author>Petra Triller</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>clay units</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>design</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>experimental testing</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>masonry with thin layer mortar</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>shear</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>thin layer mortar</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 konstruktiven Ingenieurbau</collection>
  </doc>
  <doc>
    <id>2600</id>
    <completedYear/>
    <publishedYear>2019</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>378</pageFirst>
    <pageLast>386</pageLast>
    <pageNumber/>
    <edition/>
    <issue>6</issue>
    <volume>23</volume>
    <type>article</type>
    <publisherName>Ernst &amp; Sohn</publisherName>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Shear tests on full scale storey-height specimens constructed with thermally insulating clay unit masonry with thin-layer mortar</title>
    <abstract language="eng">The paper presents results of a series of 6 in-plane shear tests on storey-height clay unit masonry panels [1] with thin-layer mortar, carried out in addition to previous test campaigns [2], [3], and [4]. The walls were constructed with unfilled thermally insulating clay units with a thermal conductivity of lambda = 0.09 W/(m . K). The current design rules for clay unit masonry according to DIN EN 1996-1-1/NA [5] are conservative compared to the presented test results for thermally insulating clay unit masonry.</abstract>
    <parentTitle language="eng">Mauerwerk</parentTitle>
    <identifier type="doi">10.1002/dama.201900025</identifier>
    <identifier type="issn">1432-3427</identifier>
    <enrichment key="opus.import.date">2022-01-27T15:33:58+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">importuser</enrichment>
    <enrichment key="BegutachtungStatus">peer-reviewed</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Detleff Schermer</author>
    <author>Udo Joachim Meyer</author>
    <author>Marjana Lutman</author>
    <author>Petra Triller</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>clay units</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>design</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>in-plane shear</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>test methods</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>thin-layer mortar</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>WALLS</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 konstruktiven Ingenieurbau</collection>
  </doc>
  <doc>
    <id>3206</id>
    <completedYear/>
    <publishedYear>2018</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>385</pageFirst>
    <pageLast>398</pageLast>
    <pageNumber/>
    <edition/>
    <issue>6</issue>
    <volume>22</volume>
    <type>article</type>
    <publisherName>Ernst &amp; Sohn, a Wiley brand</publisherName>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Shear tests on thermal insulating clay unit masonry walls with thin layer mortar</title>
    <abstract language="eng">The paper presents the results of 20 shear tests on full scale thermal insulating clay unit masonry walls. The types of units used (units with large chambers filled with mineral wool pads and units with small corings filled with mineral wool granulate) as well as the tested wall geometries and vertical loads are representative of the most common wall constructions currently used in housing in Germany.&#13;
The aim of the investigations was the verification of the shear -resistance of thermal insulating clay unit masonry under realistic conditions and comparison with the design rules in the codes and national technical approvals. The current design rules for clay unit masonry in DIN EN 1996-1-1/NA are rather conservative compared to the test results for thermal insulating units.</abstract>
    <parentTitle language="eng">Mauerwerk</parentTitle>
    <identifier type="doi">10.1002/dama.201800028</identifier>
    <enrichment key="opus.import.date">2022-03-17T07:14:43+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">importuser</enrichment>
    <enrichment key="BegutachtungStatus">peer-reviewed</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Detleff Schermer</author>
    <author>Jonathan Schmalz</author>
    <author>Udo Joachim Meyer</author>
    <author>Matija Gams</author>
    <author>Marjana Lutman</author>
    <author>Petra Triller</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>design</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>experimental testing</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>high precision clay masonry units</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>masonry with thin layer mortar</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>shear</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>thin layer mortar</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 konstruktiven Ingenieurbau</collection>
  </doc>
</export-example>
