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  <doc>
    <id>2997</id>
    <completedYear/>
    <publishedYear>2005</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst>33</pageFirst>
    <pageLast>38</pageLast>
    <pageNumber/>
    <edition/>
    <issue>1</issue>
    <volume>74</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="deu">Verfeinerte Berechnung von Gitterschalen</title>
    <abstract language="deu">In dieser Arbeit wird eine gegenüber früheren Veröffentlichungen genauere Berechnung von Gitterschalen gezeigt. Dabei werden die Einflüsse einer feineren Diskretisierung der Einzelstäbe, der Seilexzentrizität und der Knotennachgiebigkeit auf Traglast und Tragverhalten der Schalen untersucht.</abstract>
    <parentTitle language="deu">Stahlbau</parentTitle>
    <additionalTitle language="eng">Enhanced computation of grid shells</additionalTitle>
    <identifier type="doi">10.1002/stab.200490253</identifier>
    <enrichment key="opus.import.date">2022-03-04T08:51:23+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>Thomas Bulenda</author>
    <author>Thomas Winzinger</author>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Finite Elemente</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Gitterschalen</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Nichtlinearität</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Stabilität</value>
    </subject>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othpublikationsherkunft" number="">Externe Publikationen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
  </doc>
  <doc>
    <id>2987</id>
    <completedYear/>
    <publishedYear>1997</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>813</pageFirst>
    <pageLast>826</pageLast>
    <pageNumber/>
    <edition/>
    <issue>4</issue>
    <volume>63</volume>
    <type>article</type>
    <publisherName/>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Arnoldi (IOM) - Newton Algorithm for Pathfollowing in Nonlinear Statics</title>
    <abstract language="eng">This paper firstly explains the basics of pathfollowing in nonlinear statics. It then discusses the four general approaches for solving the occurring sets of linear equations. As a result we introduce an Arnoldi (IOM)—Newton algorithm which has a wide range of application and is highly efficient, as it adapts its effort to the progress of the computation. Two examples are given to prove the good performance of the algorithm.</abstract>
    <parentTitle language="eng">Computers &amp; Structures</parentTitle>
    <identifier type="doi">10.1016/S0045-7949(96)00081-8</identifier>
    <enrichment key="opus.import.date">2022-02-23T17:01:30+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>Thomas Bulenda</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Finite Elemente</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Kurvenverfolgung</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Nichtlinearität, Stabilität</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Schalen</value>
    </subject>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othpublikationsherkunft" number="">Externe Publikationen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
  </doc>
  <doc>
    <id>2995</id>
    <completedYear/>
    <publishedYear>2001</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>1161</pageFirst>
    <pageLast>1174</pageLast>
    <pageNumber/>
    <edition/>
    <issue>12</issue>
    <volume>79</volume>
    <type>article</type>
    <publisherName>Elsevier</publisherName>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Stability behaviour of grid shells</title>
    <abstract language="eng">Grid shells exhibit different modes of stability failure. This paper explains some parameters influencing the failure load of domes and barrel vaults and makes suggestions for the imperfection shape which has to be assumed in an analysis. All computations are carried out with a commercial FE-program.</abstract>
    <parentTitle language="eng">Computers&amp;Structures</parentTitle>
    <identifier type="doi">10.1016/S0045-7949(01)00011-6</identifier>
    <enrichment key="opus.import.date">2022-03-04T08:51:23+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>Thomas Bulenda</author>
    <author>Jan Knippers</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Finite Elemente</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Gitterschalen</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Nichtlinearität</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Stabilität</value>
    </subject>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othpublikationsherkunft" number="">Externe Publikationen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
  </doc>
  <doc>
    <id>3003</id>
    <completedYear/>
    <publishedYear>1993</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst/>
    <pageLast/>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>doctoralthesis</type>
    <publisherName/>
    <publisherPlace>München</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Behandlung nichtlinearer Lösungspfade in der Statik mit Hybriden Krylov-Newton-Verfahren</title>
    <note>Technische Universität München, Dissertation</note>
    <enrichment key="opus.import.date">2022-03-04T11:58:38+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">importuser</enrichment>
    <enrichment key="OtherSeries">Technische Universität München: Berichte aus dem Konstruktiven Ingenieurbau ; 1993,5</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Thomas Bulenda</author>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Finite Elemente</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Kurvenverfolgung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Nichtlinearität</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Schalen</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Stabilität</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Strukturmechanik</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Nichtlineares Phänomen</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>swd</type>
      <value>Krylov-Verfahren</value>
    </subject>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othpublikationsherkunft" number="">Externe Publikationen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
  </doc>
  <doc>
    <id>2998</id>
    <completedYear/>
    <publishedYear>1997</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst>31</pageFirst>
    <pageLast>37</pageLast>
    <pageNumber/>
    <edition/>
    <issue>1</issue>
    <volume>66</volume>
    <type>article</type>
    <publisherName/>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Zum Entwurf und zur Berechnung von Stabschalen</title>
    <parentTitle language="deu">Stahlbau</parentTitle>
    <enrichment key="opus.import.date">2022-03-04T08:51:23+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>Jan Knippers</author>
    <author>Thomas Bulenda</author>
    <author>M. Stein</author>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Finite Elemente</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Gitterschalen</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Nichtlinearität</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Stabilität</value>
    </subject>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othpublikationsherkunft" number="">Externe Publikationen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
  </doc>
  <doc>
    <id>5039</id>
    <completedYear/>
    <publishedYear>1993</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>43</pageFirst>
    <pageLast>48</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>conferenceobject</type>
    <publisherName>Balkema</publisherName>
    <publisherPlace>Rotterdam [u.a.]</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Harmonic-by-harmonic method for the postcritical computation of axisymmetric shells</title>
    <parentTitle language="eng">Computational mechanics from concepts to computations ; proceedings of the Second Asian-Pacific Conference on Computational Mechanics, Sydney, NSW, Australia, 3 - 6 August 1993 - Volume 2 Fracture and damage mechanics, structural engineering, optimization/parameter, identification, wave propagation, earthquake engineering/vibrations, mass transport/tidal current, hydrodynamics, biomechanics, computational techniques</parentTitle>
    <identifier type="isbn">9789054103356</identifier>
    <identifier type="isbn">9054103353</identifier>
    <enrichment key="opus.import.date">2022-08-03T14:08:30+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">importuser</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Thomas Bulenda</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Finite Elemente, Kurvenverfolgung, Nichtlinearität, Stabilität, Schalen</value>
    </subject>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othpublikationsherkunft" number="">Externe Publikationen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
  </doc>
  <doc>
    <id>5037</id>
    <completedYear/>
    <publishedYear>1993</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>185</pageFirst>
    <pageLast>190</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>conferenceobject</type>
    <publisherName>Civil-Comp Press</publisherName>
    <publisherPlace>Edinburgh</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Discussion of four general approaches to path following in nonlinear statics</title>
    <parentTitle language="eng">Development in Computational Engineering Mechanics</parentTitle>
    <identifier type="isbn">0948749210</identifier>
    <identifier type="isbn">9780948749216</identifier>
    <enrichment key="opus.import.date">2022-08-03T14:08:30+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">importuser</enrichment>
    <enrichment key="ConferenceStatement">Fifth International Conference on Civil and Structural Engineering Computing held 17-19 August 1993, Edinburgh</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Thomas Bulenda</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Finite Elemente</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Nichtlinearität</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Kurvenverfolgung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Stabilität</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Schalen</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>
  </doc>
  <doc>
    <id>5036</id>
    <completedYear/>
    <publishedYear>1993</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>463</pageFirst>
    <pageLast>466</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>conferenceobject</type>
    <publisherName>Peking University Press</publisherName>
    <publisherPlace>Peking</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Axisymmetric Shells: Semi-Analytical Computation of Bifurcation and Snap-through Problems via a Harmonic-by-Harmonic Method</title>
    <parentTitle language="eng">Proceedings of the 2nd International Conference on Nonlinear Mechanics, August 23 - 26, 1993, Beijing, China</parentTitle>
    <enrichment key="opus.import.date">2022-08-03T14:08:30+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">importuser</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Thomas Bulenda</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Finite Elemente</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Kurvenverfolgung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Nichtlinearität</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Stabilität</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Schalen</value>
    </subject>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othpublikationsherkunft" number="">Externe Publikationen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
  </doc>
  <doc>
    <id>5040</id>
    <completedYear/>
    <publishedYear>1994</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>362</pageFirst>
    <pageLast/>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>bookpart</type>
    <publisherName>Wiley</publisherName>
    <publisherPlace>New York</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Hybrid Arnoldi-Newton-Algorithm</title>
    <parentTitle language="eng">The Mathematics of Finite Elements and Applications</parentTitle>
    <identifier type="isbn">0-471-93996-X</identifier>
    <enrichment key="opus.import.date">2022-08-03T14:08:30+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">importuser</enrichment>
    <enrichment key="ConferenceStatement">Eighth Conference on the Mathematics of Finite Elements and Applications at Brunel University, 27-30 April</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Thomas Bulenda</author>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Kurvenverfolgung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Finite Elemente</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Nichtlinearität</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Stabilität</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Schalen</value>
    </subject>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othpublikationsherkunft" number="">Externe Publikationen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
  </doc>
  <doc>
    <id>5038</id>
    <completedYear/>
    <publishedYear>1993</publishedYear>
    <thesisYearAccepted/>
    <language>deu</language>
    <pageFirst>194</pageFirst>
    <pageLast>200</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>conferenceobject</type>
    <publisherName>VDI-Verlag, Düsseldorf</publisherName>
    <publisherPlace>München</publisherPlace>
    <creatingCorporation>Technische Universität München, Fachgebiet Bauinformatik</creatingCorporation>
    <contributingCorporation/>
    <belongsToBibliography>0</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="deu">Inexakte Newton-Verfahren zur Kurvenverfolgung in der nichtlinearen Statik</title>
    <parentTitle language="deu">Forum Bauinformatik : Junge Wissenschaftler forschen, München '93</parentTitle>
    <enrichment key="opus.import.date">2022-08-03T14:08:30+00:00</enrichment>
    <enrichment key="opus.source">sword</enrichment>
    <enrichment key="opus.import.user">importuser</enrichment>
    <enrichment key="OtherSeries">Fortschrittberichte VDI, Reihe 20 ; 99</enrichment>
    <licence>Keine Lizenz - Es gilt das deutsche Urheberrecht: § 53 UrhG</licence>
    <author>Thomas Bulenda</author>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Finite Elemente</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Kurvenverfolgung</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Nichtlinearität</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Stabilität</value>
    </subject>
    <subject>
      <language>deu</language>
      <type>uncontrolled</type>
      <value>Schalen</value>
    </subject>
    <collection role="institutes" number="FakBau">Fakultät Bauingenieurwesen</collection>
    <collection role="othpublikationsherkunft" number="">Externe Publikationen</collection>
    <collection role="othforschungsschwerpunkt" number="16313">Gebäude und Infrastruktur</collection>
  </doc>
  <doc>
    <id>5044</id>
    <completedYear/>
    <publishedYear>1999</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst/>
    <pageLast/>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>conferenceobject</type>
    <publisherName/>
    <publisherPlace>München</publisherPlace>
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    <title language="deu">Stabilitätsuntersuchungen an Netzkuppeln</title>
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    <pageNumber>XIII, 508 S.</pageNumber>
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