Study of the Elastic and Inelastic Resistance to Lateral Torsional Buckling of Steel Semi-Compact I-Sections-Reference-Cited by-同舟云学术

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Study of the Elastic and Inelastic Resistance to Lateral Torsional Buckling of Steel Semi-Compact I-Sections

Published:2023-08-01 Issue:1 Volume:8 Page:45-57
ISSN:0537-4944
Container-title:Numerical Methods in Civil Engineering
language:en
Short-container-title:Numerical Methods in Civil Engineering

Author:

Abuteir Baker Wael,Labed Abderrahim

Publisher

Apex Publishing

Link

https://nmce.kntu.ac.ir/article_178010_8219bc808d05d41b7485af7d99fab70d.pdf

Reference34 articles.

1. Timoshenko, S. P., and Gere, J. M. (1963). Theory of Elastic Stability. 2nd ed., New York:: McGraw-Hill.

2. Chajes, A. (1974). Principles of Structural Stability. 1st ed., New Jersey:: Prentice-Hall.

3. Flexural-Torsional Buckling of Structures

4. Analytical solutions attempt for lateral torsional buckling of doubly symmetric web-tapered I-beams

5. An alternative design procedure for lateral–torsional buckling of cantilever I-beams

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