Results 151 to 160 of about 1,750 (169)
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Design factors for lateral buckling due to distortion
International Journal of Surveying and Structural Engineering, 2023Tariq K Ayoub, Farah Barham
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Distortional Lateral Torsional Buckling of Doubly Symmetric Wide Flange Beams
2020Distortional lateral-torsional buckling theories assume that the flanges remain undistorted, while the web is free to distort as a thin plate. Most theories adopt a cubic polynomial distribution along the web height to relate the lateral displacement of the web to the displacements and angles of twist both flanges.
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Discussion of “Local, Distortional, and Lateral Buckling of I-Beams”
Journal of the Structural Division, 1979Jiří Studnička, Vladimír Křístek
+4 more sources
Numerical investigation on behaviour of castellated steel beam in lateral distortional buckling
Materials Today: Proceedings, 2022T. Muhammed Jasir, Manu P. Raj
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Lateral–Torsional and Distortional Buckling of I-Shaped Welded Steel Girders
Journal of Structural Engineering, 2023Sheldon C. Twizell +3 more
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Finite element modelling of castellated steel beams under lateral-distortional buckling mode
Structures, 2021Yasser Sharifi
exaly
Lateral–distortional buckling of hollow tubular flange plate girders with slender unstiffened webs
Engineering Structures, 2013Mostafa Fahmi Hassanein, Nuno Silvestre
exaly