Lateral distortional buckling of monosymmetric I-beams under distributed vertical load-Reference-Cited by-同舟云学术

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Lateral distortional buckling of monosymmetric I-beams under distributed vertical load

Published:1996-10 Issue:2 Volume:26 Page:123-145
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Ma M.,Hughes O.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference10 articles.

1. Elastic and inelastic analysis of panel collapse by stiffener buckling;Ma,1994

2. Theory of Elastic Stability;Timoshenko,1961

3. Distortional buckling of I-beams;Bradford;J. Struct. Div. ASCE,1981

4. Inelastic distortional buckling of I-beams;Bradford;Computers and Structures,1986

5. Lateral buckling of beams and beam-columns;Trahair,1977

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1. Effects of shear on the lateral torsional buckling of singly-symmetric I-beams;Thin-Walled Structures;2024-10

2. Experimental and Analytical Studies of Continuous Steel-Stringer Lateral-Torsional Buckling Resistance;Journal of Bridge Engineering;2023-06

3. Finite element formulation for distortional lateral buckling of I-beams;Engineering Structures;2022-07

4. A simple model for the twisting of I beams including web distortion – Application to members supported along a single flange;Computers & Structures;2022-02

5. Elastic critical moment for monosymmetric beams under linear moment gradients;Canadian Journal of Civil Engineering;2021-08-23

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