Elastic flange local buckling of I-shaped beams considering effect of web restraint-Reference-Cited by-同舟云学术

Elastic flange local buckling of I-shaped beams considering effect of web restraint

Published:2016-08 Issue: Volume:105 Page:101-111
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Han Kyu-Hong,Lee Cheol-Ho

Funder

POSCO Affiliated Research Professor Program

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference13 articles.

1. D.L. Johnson, An investigation into the interaction of flanges and webs in wide-flange shapes, in: Proceedings 1985 Annual Technical Session, 1985.

2. AISC. Specification for Structural Steel Buildings. American Institute of Steel Construction, Chicago, IL, ANSI/ASIC 360-10, 2010.

3. Elastic buckling coefficients for long, unstiffened plates;Cohen;J. Eng. Mech.,1992

4. Stability of web plates in W-shape columns accounting for flange/web interaction;Bedair;Thin-Walled Struct.,2009

5. Local buckling of structural steel shapes;Seif;J. Constr. Steel Res.,2010

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