A new proposal for the design of laterally unrestrained cellular steel beams under moment gradient at elevated temperatures-Reference-Cited by-同舟云学术

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A new proposal for the design of laterally unrestrained cellular steel beams under moment gradient at elevated temperatures

Published:2023-10 Issue: Volume:140 Page:103812
ISSN:0379-7112
Container-title:Fire Safety Journal
language:en
Short-container-title:Fire Safety Journal

Author:

Kotapati Vijaya K.^ORCID,Khatri Ashish P.

Publisher

Elsevier BV

Subject

General Physics and Astronomy,Safety, Risk, Reliability and Quality,General Materials Science,General Chemistry,Building and Construction

Reference65 articles.

1. Failure modes for castellated beams;Kerdal;J. Constr. Steel Res.,1984

2. Optimum design of steel structures with web openings;Lagaros;Eng. Struct.,2008

3. Web buckling study of the behaviour and strength of perforated steel beams with different novel web opening shapes;Tsavdaridis;J. Constr. Steel Res.,2011

4. Investigation on vierendeel mechanism in steel beams with circular web openings;Chung;J. Constr. Steel Res.,2001

5. Lateral buckling of doubly symmetric beams containing openings;Thevendran;J. Eng. Mech.,1991

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