Lateral-Distortional Buckling of Hollow Flange Beams-Reference-Cited by-同舟云学术

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Lateral-Distortional Buckling of Hollow Flange Beams

Published:1997-06 Issue:6 Volume:123 Page:695-702
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:Journal of Structural Engineering

Author:

Pi Y.-L.,Trahair N. S.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%281997%29123%3A6%28695%29

Reference37 articles.

1. AS1250-1981; steel structures . (1981). Standards Assn. of Australia Sydney Australia.

2. AS1358-1988; cold-formed steel structures . (1988). Standards Assn. of Australia Sydney Australia.

3. AS4100-1990; steel structures . (1990). Standards Assn. of Australia Sydney Australia.

4. BHP hot rolled and structural steel products. (1994). BHP Steel Melbourne Australia.

5. Bleich F. (1952). Buckling strength of metal structures. McGraw-Hill Book Co. Inc. New York N.Y.

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1. Elastic analysis of I-girders with tubular flange and corrugated web;Journal of Constructional Steel Research;2024-02

2. Review on Impacts of Geometric Imperfections on Behavior of Cold-Formed Structural Members;Lecture Notes in Civil Engineering;2024

3. Finite element modeling of assembling rivet-fastened rectangular hollow flange beams in bending;Journal of Constructional Steel Research;2023-12

4. Flexural Behavior of Rectangular Double Hollow Flange Cold-Formed Steel I-beam;Tikrit Journal of Engineering Sciences;2023-11-07

5. Flexural strength of steel girders with perforated web and tubular compression flange;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2023-06-09

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