New connections using vertical stiffeners between H-shaped beams and hollow or concrete-filled square tubular columns

Akihiko Kawano, Chiaki Matsui

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

7 被引用数 (Scopus)

抄録

Beam-to-tubular column connections using external diaphragms may have the high structural reliability of columns, but the size of the external diaphragm may place limits on the design of exterior frames for the building. To overcome this problem, we propose a connection made using vertical stiffeners instead of a diaphragm. This paper describes a formula to calculate the connection's strength and presents the results of tests done to determine the connection's strength and aseismic capacity.

本文言語英語
ホスト出版物のタイトルProceedings of the Engineering Foundation Conference
編集者C.D. Buckner, B.M. Shahrooz
出版社ASCE
ページ172-185
ページ数14
出版ステータス出版済み - 1997
イベントProceedings of the 1996 Engineering Foundation Conference on Composite Construction in Steel and Concrete III - Irsee, Ger
継続期間: 6 9 19966 14 1996

その他

その他Proceedings of the 1996 Engineering Foundation Conference on Composite Construction in Steel and Concrete III
CityIrsee, Ger
Period6/9/966/14/96

All Science Journal Classification (ASJC) codes

  • 工学(全般)

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