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Redistribution of Internal Torsional Moments Caused by Plastic Yielding of Structural Steel Members

  • Published:2019-02 Issue: Volume:17 Page:21-33
  • ISSN:2352-0124
  • Container-title:Structures
  • language:en
  • Short-container-title:Structures

Author:

Winkler Rebekka,Bours Anna-Lena,Walter Adrian,Knobloch Markus

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference27 articles.

1. Inelastic lateral-torsional buckling of beam-columns;Galambos;Proc ASCE,1966

2. Factors effecting the buckling stability of partially plastic beams;Nethercot;Proc. Inst. Civ. Eng. Struct. Build.,1972

3. Inelastic lateral instability of beams and their bracing requirements;Lee,1960

4. The post buckling strength of wide-flange beams;Lee,1961

5. Lateral torsional buckling behaviour of steel beams – on the influence of the structural system;Winkler;Structure,2017
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