Stability and design of continuous steel beams in the strain-hardening range-Reference-Cited by-同舟云学术

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Stability and design of continuous steel beams in the strain-hardening range

Published:2017-09 Issue: Volume:136 Page:162-176
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Foster A.S.J.,Gardner L.

Funder

Building Research Establishment Trust

Publisher

Elsevier BV

Subject

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

Reference30 articles.

1. The continuous strength method;Gardner;Proc. Inst. Civ. Eng. Struct. Build.,2008

2. Stability of steel beams using the continuous strength method;Foster;Thin-Walled Struct.,2016

3. Analysis of lateral buckling of continuous beams;Yoshida,1977

4. Lateral bending of beams of rectangular cross-section under bending and shear;Salvadori;Proc First US Natl. Congress Appl. Mech.,1951

5. Interaction buckling of narrow rectangular continuous beams;Trahair;Civ. Eng. Trans. Inst. Eng. Aust.,1968

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. O.I.C.-based design of mono-symmetric I-sections under simple load cases;Thin-Walled Structures;2022-05

2. Tests and design method on overall buckling behaviours of welded I-section two-span continuous beams for Q460 high strength steel;Engineering Structures;2022-02

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