2019年
Global stability of chevron buckling restrained braced frames with various gusset plates and secondary beams
Journal of Structural and Construction Engineering
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- 巻
- 84
- 号
- 758
- 開始ページ
- 563
- 終了ページ
- 573
- 記述言語
- 掲載種別
- 研究論文(学術雑誌)
- DOI
- 10.3130/aijs.84.563
© 2019 Architectural Institute of Japan. All rights reserved. Global out-of-plane stability of buckling-restrained braces is often governed by yielding of the neck. The authors previously proposed a method9) to evaluate this buckling mechanism, including the gusset rotational stiffness, connection length and neck - restrainer flexural continuity. While the proposed method has shown good agreement with experimental and numerical studies, this paper revisits a key assumption in the derivation, where the neck is modelled as an elasto-perfectly plastic hinge. Detailed FEM studies of a chevron BRB experiment with a range of gusset and framing boundary conditions are conducted, and an inelastic buckling model inspired by Shanley’s theory introduced.
- リンク情報
- ID情報
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- DOI : 10.3130/aijs.84.563
- ISSN : 1340-4202
- eISSN : 1881-8153
- SCOPUS ID : 85068771721