Research Article
Mar 1982
Local and Overall Buckling of Welded Box Columns
Publication: Journal of the Structural Division
Volume 108, Issue 3
Abstract
An experimental study is presented on the local and overall interaction buckling strength of welded built-up box columns made of high strength steel. A total of twenty-seven box columns with large width-thickness ratios were tested to failure, of which twenty-four columns were centrally loaded and the rest eccentrically loaded. Based on the test results, an empirical design formula is presented to predict the interaction buckling strength. Further, a discussion of an economical way of proportioning box sections is presented.
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Published In
Journal of the Structural Division
Volume 108 • Issue 3 • March 1982
Pages: 525 - 542
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Mar 1982
Published online: Feb 1, 2021
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Authors
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Tsutomu Usami, M.ASCE
Assoc. Prof. of Civ. Engrg., Nagoya Univ., Nagoya, Japan
Yuhshi Fukumoto, M.ASCE
Prof. of Civ. Engrg., Nagoya Univ., Nagoya, Japan
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.