THE EFFECTS OF DE-BOND OF LONGITUDINAL REBARS ON STRUCTURAL BEHAVIOR OF RC BEAM WITH A GUARANTEED HINGE POSITION
Author:
Affiliation:
1. Dept. of Arch. and Build. Eng., Tokyo Tech
2. Dept. of Arch. and Build. Eng., Tokyo Tech.
3. Former Dept. of Arch. and Build. Eng., Tokyo Tech
4. Technical Division, Kumagai Gumi Co., Ltd.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijt/27/65/27_231/_pdf
Reference6 articles.
1. 1) Takiguchi K., Okada K., Sakai M.: Deforming Characteristics of RC Members with and without Bond, Transactions of the Architectural Institute of Japan, No.249, pp.1-11, 1976.11 (in Japanese) 滝口克己, 岡田謙二, 堺政博: 付着のあるRC部材と付着のないRC部材の変形特性, 日本建築学会論文報告集, 第249号, pp.1-11, 1976.11
2. 2) Takiguchi K.: Deforming Characteristics of RC Members with and without Bond, II, Transactions of the Architectural Institute of Japan, No.262, pp.53-59, 1977.12 (in Japanese) 滝口克己: 付着のあるRC部材と付着のないRC部材の変形特性・Ⅱ, 日本建築学会論文報告集, 第262号, pp.53-59, 1977.12
3. 3) 石川裕次, 平林聖尊, 川野翔平, 麻生直木, 中根一臣: 鉄筋コンクリート造ヒンジリロケーション接合部の耐震性能, 構造工学論文集, Vol.61B, pp.59-69, 2015.3
4. 4) Maida Y., Kishiki S., Qu Z., Maegawa T., Hamada M., Sakata H.: Structural Behavior of Damage Position Guaranteed RC Beams with BRB Connections, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.82, No.737, pp.1091-1101, 2017.7 (in Japanese) 毎田悠承, 吉敷祥一, 曲哲, 前川利雄, 濱田真, 坂田弘安: 座屈拘束ブレース接合部を有する損傷位置保証型RC梁の力学挙動, 日本建築学会構造系論文集, 第82巻, 第737号, pp.1091-1101, 2017.7
5. 5) 日本建築学会: 鉄筋コンクリート造建物の靱性保証型耐震設計指針・同解説, 1999.8
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. FINITE ELEMENT ANALYSIS OF RC BEAM WITH A GUARANTEED HINGE POSITION HAVING DE-BONDING OF LONGITUDINAL REBARS;AIJ Journal of Technology and Design;2021-10-20
2. THE EFFECTS OF THE DE-BONDING OF BEAM LONGITUDINAL REBARS ON THE STRUCTURAL BEHAVIOR OF BUCKLING RESTRAINED BRACED RC FRAMES WITH A GUARANTEED HINGE POSITION;Journal of Structural and Construction Engineering (Transactions of AIJ);2021-05-30
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