Design Considerations for Distortional Lateral Buckling-Reference-Cited by-同舟云学术

Design Considerations for Distortional Lateral Buckling

Published:2021-12 Issue:12 Volume:147 Page:04021203
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Arizou Ramin¹^ORCID,Mohareb Magdi²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5 (corresponding author). ORCID: .

2. Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003167

Reference41 articles.

1. Buckling of continuous steel girders with flange restraint

2. Arizou R. 2020. “Distortional lateral torsional buckling of doubly symmetric wide flange beams.” Master of Applied Science Dept. of Civil Engineering Faculty of Engineering Univ. of Ottawa.

3. Influence of load position on critical lateral torsional buckling moment of laterally restrained beam at tense flange

4. Buckling of elastically restrained beams with web distortions

5. Lateral-Distortional buckling of steel I—Section members

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