An alternative design procedure for lateral–torsional buckling of cantilever I-beams
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference23 articles.
1. Lateral–torsional buckling of cantilevered elastically coupled composite strip and I-beams;Hodges;Int J Solids Struct,2001
2. Lateral–torsional buckling of composite beams;Sapkas;Int J Solids Struct,2002
3. Lateral–torsional buckling of singly symmetric web-tapered thin-walled I-beams: 1D model vs. shell FEA;Andrade;Comput Struct,2007
4. On the evaluation of elastic critical moments in doubly and singly symmetric I-section cantilevers;Andrade;J Construct Steel Res,2007
5. A geometrically exact approach to lateral–torsional buckling of thin-walled beams with deformable cross-section;Goncalves;Comput Struct,2012
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1. Lateral torsional capacity of steel beams in different loading conditions by neural network;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2024-03-08
2. Stepwise Regression for LTB Strength Prediction of I-Beams Subjected to Different Loading Conditions;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-02-08
3. ANALYSIS OF ELASTIC LATERAL TORSIONAL BUCKLING OF CANTILEVER I SECTIONS BY THE COMPLEMENTARY FUNCTIONS METHOD;Konya Journal of Engineering Sciences;2023-12-29
4. Elastic Lateral Torsional Buckling of Beams Under External Moments: A New Type of Nonconservative Problem;International Journal of Structural Stability and Dynamics;2023-11-23
5. Semi analytical solutions for flexural-torsional buckling of thin-walled cantilever beams with doubly symmetric cross-sections;STRUCT ENG MECH;2023
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