<?xml version="1.0" encoding="utf-8"?>
<export-example>
  <doc>
    <id>19111</id>
    <completedYear/>
    <publishedYear>2009</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>512</pageFirst>
    <pageLast>517</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>bookpartcollection</type>
    <publisherName/>
    <publisherPlace>Prague, Czech Republic</publisherPlace>
    <creatingCorporation>Czech Technical University</creatingCorporation>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Thermal restraint effects on the fire resistance of steel and composite steel and concrete columns</title>
    <parentTitle language="eng">International Conference - Applications of structural fire engineering (Proceedings)</parentTitle>
    <identifier type="old">21307</identifier>
    <identifier type="isbn">978-80-01-04266-3</identifier>
    <enrichment key="bibliotheksstandort">Sonderstandort: Publica-Schrank</enrichment>
    <enrichment key="eventName">International Conference - Applications of structural fire engineering</enrichment>
    <enrichment key="eventPlace">Prague, Czech Republic</enrichment>
    <enrichment key="eventStart">2009-02-19</enrichment>
    <enrichment key="eventEnd">2009-02-20</enrichment>
    <author>Manfred Korzen</author>
    <author>J. P. C. Rodrigues</author>
    <author>A. M. Correia</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Fire resistance</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Thermal restraint</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Steel columns</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Steel-concrete columns</value>
    </subject>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Physisches Exemplar in der Bibliothek der BAM vorhanden ("Hardcopy Access")</collection>
  </doc>
  <doc>
    <id>22482</id>
    <completedYear/>
    <publishedYear>2010</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>341</pageFirst>
    <pageLast>348</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>bookpartcollection</type>
    <publisherName>DEStech Publications, Inc.</publisherName>
    <publisherPlace>Lancaster, PA, USA</publisherPlace>
    <creatingCorporation>Michigan State University</creatingCorporation>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Composite columns made of partially encased steel sections subjected to fire</title>
    <parentTitle language="eng">6th International conference "Structures in fire" (Proceedings)</parentTitle>
    <identifier type="old">25010</identifier>
    <identifier type="isbn">978-1-60595-027-3</identifier>
    <enrichment key="bibliotheksstandort">Sonderstandort: Publica-Schrank</enrichment>
    <enrichment key="eventName">6th International conference "Structures in fire"</enrichment>
    <enrichment key="eventPlace">East Lansing, Michigan, USA</enrichment>
    <enrichment key="eventStart">2010-06-02</enrichment>
    <enrichment key="eventEnd">2010-06-04</enrichment>
    <author>Manfred Korzen</author>
    <author>J.P.C. Rodrigues</author>
    <author>A.M. Correia</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Fire resistance</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Thermal restraint</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Composite steel-concrete columns</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Substructuring method</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Restraining frame</value>
    </subject>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Physisches Exemplar in der Bibliothek der BAM vorhanden ("Hardcopy Access")</collection>
  </doc>
  <doc>
    <id>25632</id>
    <completedYear/>
    <publishedYear>2012</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>81</pageFirst>
    <pageLast>94</pageLast>
    <pageNumber/>
    <edition/>
    <issue>1</issue>
    <volume>3</volume>
    <type>article</type>
    <publisherName>Multi-Science Publ. Co.</publisherName>
    <publisherPlace>Brentwood</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Experimental research on the load-bearing capacity of partially encased steel columns under fire conditons</title>
    <abstract language="eng">The composite steel and concrete columns are known to have enhanced fire behaviour when compared with bare steel columns. However there are still aspects that must be clarified, as the influence of the building surrounding structure on the fire resistance of the columns. In this paper, the results of fire resistance tests on partially encased steel columns carried out with two different experimental systems are compared. In one of the experimental systems, the building surrounding structure is materialised by a steel restraining frame, and in the other is performed by the so-called substructuring method. Due to the concept of hybrid substructuring, the entire building is decomposed in two parts: one is represented by the building element under test, whereas the remaining building is simulated numerically in a computer. The main conclusion drawn from this work was that the surrounding structure has a major influence in the development of axial forces in the test columns. Moreover, it was observed that the higher the non-dimensional axial restraint ratio the lower the critical time of the columns.</abstract>
    <parentTitle language="eng">Journal of structural fire engineering</parentTitle>
    <identifier type="old">28356</identifier>
    <identifier type="doi">10.1260/2040-2317.3.1.81</identifier>
    <identifier type="issn">2040-2317</identifier>
    <author>A.M. Correia</author>
    <author>J.P.C. Rodrigues</author>
    <author>Manfred Korzen</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Fire resistance</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Thermal restraint</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Composite steel-concrete columns</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Substructuring method</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Restraining frame</value>
    </subject>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
</export-example>
