Lateral torsional buckling of partially restrained beams of high strength S690 welded I-sections-Reference-Cited by-同舟云学术

Lateral torsional buckling of partially restrained beams of high strength S690 welded I-sections

Published:2021-09 Issue: Volume:184 Page:106777
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Wang Kai,Xiao Meng,Chung Kwok-Fai,Nethercot David A.

Funder

Innovation and Technology Fund

University Grants Committee Research Grants Council

Hong Kong Polytechnic University

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference34 articles.

1. Hot Rolled Products of Structural Steels – Part 6: Technical Delivery Conditions for Flat Products of High Yield Strength Structural Steels in the Quenched and Tempered Condition;BS EN 10025–-6,2004

2. High strength steel for steel construction;Willms,2009

3. Theory of Elastic Stability;Timoshenko,1961

4. Thin-Walled Elastic Beams;Vlasov,1961

5. Inelastic Lateral-Torsional Buckling of Beam-Columns;Galambos,1963

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