LATERAL-TORSIONAL BUCKLING OF TRUSSES WITH RECTANGULAR TUBE SECTIONS.

Chiaki Matsui, Shosuke Morino, Akihiko Kawano

研究成果: Chapter in Book/Report/Conference proceedingConference contribution

1 被引用数 (Scopus)

抄録

Rigidly-jointed truss beam-columns which are composed of rectangular tubes by welding have the high strength of the lateral-torsional buckling, and can be more easily fabricated than trusses composed of circular tubes. However, the web members may cause local deformations in the flat plate elements of rectangular tube chords around the connections, which might reduce the buckling strength. From this point of view, experimental and theoretical investigations have been carried out. The paper presents the results, and then gives a more rational and economical design method instead of conventional methods which neglect the advantages of tubes.

本文言語英語
ホスト出版物のタイトルUnknown Host Publication Title
出版社r Int Inst of Welding, London, Engl by Pergamon Press
ページ199-206
ページ数8
ISBN(印刷版)0080311563, 9780080311562
DOI
出版ステータス出版済み - 1984

All Science Journal Classification (ASJC) codes

  • Engineering(all)

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