CONNECTION STRENGTH OF BRACE WITH VARIOUS CROSS SECTIONAL SHAPES
Author:
Affiliation:
1. Dept. of Architecture, Aichi Institute of Technology
2. Former Tokyo Institute of Technology
3. Tokyo Institute of Technology / JSPS
4. F.I.R.S.T., I.I.R., Tokyo Institute of Technology
5. Structural Engineering Dept., Building Research Institute
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/88/804/88_300/_pdf
Reference18 articles.
1. 1) Tanuma, Y., Kato, B. and Morita K. : Research on the Brace joints of Steel Angle with High Strength Bolts, Transactions of the Architectural Institute of Japan, No.325, pp.32-39, 1983.3 (in Japanese) 田沼吉伸, 加藤 勉, 森田耕次：山形鋼筋違接合部の耐力に関する研究, 日本建築学会論文報告集, 第325号, pp.32-39, 1983.3
2. 2) Fujimoto, M., Namba, T., Nakagomi, T., Nishiyama, T., Shimokawa, H. and Kubota, K. : Experimental Study on Seismic Safety of the Steel Brace Joints, Journal of Structural and Construction Engineering (Transactions of AIJ), No.445, pp.127-137, 1993.3 (in Japanese) 藤本盛久, 難波恒夫, 中込忠男, 西山隆志, 下川弘海, 久保田一男：鋼構造筋かい接合部の耐震安全性評価に関する実験的研究, 日本建築学会構造系論文報告集, 第455号, pp.127-137, 1993.3
3. 3) Munse, W. H., and Chesson, E. : Riveted and bolted joints: Net section design, J. Struct. Div., Vol.89, No.1, pp.107-126
4. 4) American Iron and Steel Institute : North American Specification for the Design of Cold-Formed Steel Structural Members 2016 Edition, 2016.10
5. 5) American Institute of Steel Construction : Seismic Provisions for Structural Steel Buildings, 2016.7
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1. STRENGTH OF BOLTED STEEL STRUCTURAL MEMBERS UNDER ECCENTRIC TENSION;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-06-01
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