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Numerical Modeling of Lateral-Torsional Buckling of Steel I-Beams under Fire Conditions--Comparison with Eurocode 3.

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Title: Numerical Modeling of Lateral-Torsional Buckling of Steel I-Beams under Fire Conditions--Comparison with Eurocode 3.
Authors: Vila Real, Paulo M.M., Franssen, Jean-Marc
Source: Journal of Fire Protection Engineering. May2001, Vol. 11 Issue 2, p112. 17p. 2 Diagrams, 10 Graphs.
Subjects: Finite element method data processing, Steel I-beams, Fires
Abstract: Presents a study which used a non-linear finite element program to determine the lateral-torsional resistance of steel I-beams under fire conditions, according to the same material properties of Eurocode 3, Part 1-2. Formulations and hypotheses used as a basis for the three-dimensional beam element; Proposal on lateral-torsional buckling resistance moment.
Database: Engineering Source
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  Availability: 0
Header DbId: egs
DbLabel: Engineering Source
An: 7596131
AccessLevel: 6
PubType: Academic Journal
PubTypeId: academicJournal
PreciseRelevancyScore: 0
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Items – Name: Title
  Label: Title
  Group: Ti
  Data: Numerical Modeling of Lateral-Torsional Buckling of Steel I-Beams under Fire Conditions--Comparison with Eurocode 3.
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  Label: Authors
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  Data: <searchLink fieldCode="AR" term="%22Vila+Real%2C+Paulo+M%2EM%2E%22">Vila Real, Paulo M.M.</searchLink><br /><searchLink fieldCode="AR" term="%22Franssen%2C+Jean-Marc%22">Franssen, Jean-Marc</searchLink>
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  Data: <searchLink fieldCode="JN" term="%22Journal+of+Fire+Protection+Engineering%22">Journal of Fire Protection Engineering</searchLink>. May2001, Vol. 11 Issue 2, p112. 17p. 2 Diagrams, 10 Graphs.
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  Data: <searchLink fieldCode="DE" term="%22Finite+element+method+data+processing%22">Finite element method data processing</searchLink><br /><searchLink fieldCode="DE" term="%22Steel+I-beams%22">Steel I-beams</searchLink><br /><searchLink fieldCode="DE" term="%22Fires%22">Fires</searchLink>
– Name: Abstract
  Label: Abstract
  Group: Ab
  Data: Presents a study which used a non-linear finite element program to determine the lateral-torsional resistance of steel I-beams under fire conditions, according to the same material properties of Eurocode 3, Part 1-2. Formulations and hypotheses used as a basis for the three-dimensional beam element; Proposal on lateral-torsional buckling resistance moment.
PLink https://search.ebscohost.com/login.aspx?direct=true&site=eds-live&db=egs&AN=7596131
RecordInfo BibRecord:
  BibEntity:
    Languages:
      – Code: eng
        Text: English
    PhysicalDescription:
      Pagination:
        PageCount: 17
        StartPage: 112
    Subjects:
      – SubjectFull: Finite element method data processing
        Type: general
      – SubjectFull: Steel I-beams
        Type: general
      – SubjectFull: Fires
        Type: general
    Titles:
      – TitleFull: Numerical Modeling of Lateral-Torsional Buckling of Steel I-Beams under Fire Conditions--Comparison with Eurocode 3.
        Type: main
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      – PersonEntity:
          Name:
            NameFull: Vila Real, Paulo M.M.
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          Name:
            NameFull: Franssen, Jean-Marc
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            – D: 01
              M: 05
              Text: May2001
              Type: published
              Y: 2001
          Identifiers:
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              Value: 10423915
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              Value: 11
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              Value: 2
          Titles:
            – TitleFull: Journal of Fire Protection Engineering
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