The deformation capacity of trusses with concrete filled tubular chords

Akihiko Kawano, Chiaki Matsui

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

9 被引用数 (Scopus)

抄録

A CFT truss, in which the chord members comprise concrete filled tubes [CFT], may have an excellent capacity to deform. In this paper, a prediction method for the deformation capacity of the truss is proposed both for monotonic loading and cyclically repeated loading. The latter is determined based on the energy dissipation capacity of CFT chords. The predicted deformation capacity of CFT trusses showed a good agreement with test results, and the capacity is comparable to that of full web steel members.

本文言語英語
ホスト出版物のタイトルProceedings of the Conference
ホスト出版物のサブタイトルComposite Construction in Steel and Concrete IV
編集者J.F. Hajjar, M. Hosain, W.S. Easterling, B.M. Shahrooz, J.F. Hajjar, M. Hosain, W.S. Easterling, B.M. Shahrooz
ページ734-745
ページ数12
出版ステータス出版済み - 2000
イベントProceedings of the Conference: Composite Construction in Steel and Concrete IV - Banff, Alta., カナダ
継続期間: 5 28 20006 2 2000

出版物シリーズ

名前Proceedings of the Conference: Composite Construction in Steel and Concrete IV

その他

その他Proceedings of the Conference: Composite Construction in Steel and Concrete IV
国/地域カナダ
CityBanff, Alta.
Period5/28/006/2/00

All Science Journal Classification (ASJC) codes

  • 工学(全般)

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