EXPERIMENTAL VERIFICATION ON DESIGN METHOD TO PREVENT OUT-OF-PLANE BUCKLING OF BUCKLING-RESTRAINED BRACE UNDER BIDIRECTIONALLY LARGE DEFORMATION
Author:
Affiliation:
1. Dept. of Architecture and Architectural Eng., Kyoto University
2. Engineering Research & Development Center, JFE Civil Engineering & Construction Corporation
3. Civil & Infrastructure Engineering Research Dept., JFE Steel Corporation
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/88/812/88_1475/_pdf
Reference12 articles.
1. 1) AIJ: Recommendations for Stability Design of Steel Structures, Architectual Institute of Japan, 2018.2 (in Japanese) 日本建築学会 : 鋼構造座屈設計指針, 第 4 版, 2018.2
2. 2) AIJ: Recommended Provisions for Seismic Damping Systems applied to Steel Structures, Architectual Institute of Japan, 2014.11 (in Japanese) 日本建築学会 : 鋼構造制振設計指針, 第 1 版, 2014.11
3. 3) Takeuchi T., Matsui R., et al.:Effecive buckling length for buckling restrained braces considering rotational stiffness at restrainer ends, Journal of Structural and Construction Engineering (Transactions of AIJ), No.639, pp.925-934, 2009.5 竹内徹, 松井良太, 西本晃治, 高橋聡史, 大山翔也:拘束材端部回転剛性を考慮した座屈拘束ブレースの有効座屈長, 日本建築学会構造系論文集, 第 639 号, pp.925-934, 2009.5
4. 4) Takeuchi T., Ozaki H., Matsui R.:Out-of-plane stability assessment of buckling restrained braces including moment transfer capacity at restrainer-end, Journal of Structural and Construction Engineering (Transactions of AIJ), No.691, pp.1621-1630, 2013.9 (in Japanese) 竹内徹, 小崎均, 松井良太:拘束材端部の曲げモーメント伝達能力を考慮した座屈拘束ブレースの構面外機構安定性評価, 日本建築学会構造系論文集, 第 691 号, pp.1621-1630, 2013.9
5. 5) Kinoshita T., Koetaka Y., et al.:Criteria of buckling-restrained braces to prevent out-of-plane buckling, Journal of Structural and Construction Engineering (Transactions of AIJ), No.621, pp.141-148, 2007.11 (in Japanese) 木下智裕, 聲高裕治, 井上一朗, 飯谷邦祐:接合部を含む座屈拘束ブレースの構面外座屈防止条件, 日本建築学会構造系論文集, 第 621 号, pp.141-148, 2007.11
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