Lateral buckling of eccentrically braced RHS columns-Reference-Cited by-同舟云学术

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Lateral buckling of eccentrically braced RHS columns

Published:2011-11 Issue:11 Volume:49 Page:1452-1459
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Zhang Lei,Tong Gen-Shu

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference11 articles.

1. Bracing requirements in thin-walled structures;Trahair,1984

2. On the efficiency of eccentric brace on column and the collapse of Hartford Coliseum;Tong;Journal of Constructional Steel Research,1990

3. Guide to stability design criteria for metal structures;Galambos,1998

4. Construction disasters, design failures, causes and prevention;Ross,1984

5. Torsional buckling study of Hartford Coliseum;Loomis;Journal of the Structural Division, ASCE,1980

Cited by 5 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. Design of Columns in Terms of Stability;Transactions of FAMENA;2018-06-16

2. Twisting about constrained line of parallel purlins inter braced by sagrods under wind suctions;Thin-Walled Structures;2016-11

3. Mechanical Behavior and Resistance of Structural Glass Beams in Lateral-Torsional Buckling (LTB) with Adhesive Joints;Advanced Engineering Materials and Modeling;2016-08-12

4. Structural assessment and lateral–torsional buckling design of glass beams restrained by continuous sealant joints;Engineering Structures;2015-11

5. Analytical and numerical assessment of the strengthening effect of structural sealant joints for the prediction of the LTB critical moment in laterally restrained glass beams;Materials and Structures;2015-07-11

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