Elastic lateral-torsional buckling of steel bisymmetric double-tee section beams

Elastic lateral-torsional buckling of double-tee section structural steelworks has been widely investigated with regard to the major axis bending of single structural elements as a result of certain loading conditions. No specific attention has been paid to the general formulation in which an arbitr...

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Bibliographic Details
Main Authors: Anna Barszcz, Marian Giżejowski, Malwina Pękacka
Format: Article
Language:English
Published: Polish Academy of Sciences 2022-06-01
Series:Archives of Civil Engineering
Subjects:
Online Access:https://journals.pan.pl/Content/123593/PDF/art05.pdf