Stepwise regression approach for lateral-distortional buckling capacity assessment of cellular steel beams-Reference-Cited by-同舟云学术

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Stepwise regression approach for lateral-distortional buckling capacity assessment of cellular steel beams

Published:2021-08-08 Issue:7 Volume:22 Page:1319-1330
ISSN:1563-0854
Container-title:Asian Journal of Civil Engineering
language:en
Short-container-title:Asian J Civ Eng

Author:

Moghbeli Adel,Sharifi Yasser

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s42107-021-00383-y.pdf

Reference44 articles.

1. ABAQUS standard user’s manual. Hibbitt, Karlsson and Sorensen, Inc. vols. 1, 2 and 3. Version 6.8-1. USA. 2008.

2. AISC. (2005). Specification for structural steel buildings. American institute for steel construction. Reston (Chicago, Illinois, USA): ANSI/AISC 360-05.

3. Australian Standards AS4100. (1998). Steel structures. Sydney (Australia): Standards Australia, AS4100-1998.

4. Bradford, M. A. (1998). Distortional buckling of elastically restrained cantilevers. Journal of Constructional Steel Research, 47, 3–18.

5. Bradford, M. A., & Wee, A. (1994). Analysis of buckling tests on beams on seat supports. Journal of Constructional Steel Research, 28, 227–242.

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1. 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

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