FLEXURAL REINFORCING EFFECT OF TIMBER BEAM BY EMBEDDING CFRP ROD
Author:
Affiliation:
1. Faculty of Advanced Science and Technology, Kumamoto Univ.
2. Faculty of Engineering, Dept. of Architecture, Sojo Univ.
3. Proofing & Strengthening Dept., Mitsubishi Chemical Infratec Co., Ltd.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijt/28/69/28_580/_pdf
Reference7 articles.
1. 1) Matsumoto, Y., et al.: A THEORETICAL RESEARCH ON THE BEHAVIOR OF A TIMBER BEAM REINFORCED WITH STEEL PLATES ATTACHED BY METAL CONNECTORS Part 1 Elastic analysis of a reinforced timber beam, Journal of Structure and Construction Engineering (Transactions of AIJ), No.430, pp.19-29, 1991.12 (in Japanese) 松本芳紀, 山田孝一郎, 上嶋賢治：鋼板補強木造ばりの挙動に関する理論的研究 その 1 鋼板補強木造ばりの弾性挙動, 日本建築学会構造系論文報告集, 第 430 号, pp.19-29, 1991.12
2. 2) Tanaka, H., et al.: EVALUATION OF STIFFNESS AND STRENGTH FOR HYBRID TIMBER BEAMS REINFORCED WITH STEEL PLATES AND CARBON FIBER SHEETS, Journal of Structure and Construction Engineering (Transactions of AIJ), No.621, pp.89-96, 2007.11 (in Japanese) 田中弘臣, 小野徹郎：鋼板及び炭素繊維シートを用いた木質ハイブリッド梁の剛性・耐力評価, 日本建築学会構造系論文集, 第 621 号, pp.89-96, 2007.11
3. 3) Tabuchi, A., et al.: ULTIMATE BENDING STRENGTH AND DEFORMATION CAPACITY OF COMPOSITE BEAMS WITH TIMBER AND STEEL, AIJ Journal of Technology and Design, Vol.18, No.39, pp.499-504, 2012.6 (in Japanese) 田淵敦士, 内田保博, 石倉龍人：木質－鋼合成梁の終局曲げ耐力および変形性能, 日本建築学会技術報告集, 第18巻, 第39号, pp.499-504, 2012.6
4. 4) Ohkoshi, Y., et al.: BENDING TEST OF THE COMPOSITE STEEL-TIMBER BEAM MEMBER, AIJ Journal of Technology and Design, Vol.19, No.43, pp.967-970, 2013.10 (in Japanese) 大越友樹, 藤田正則, 村井正敏, 岩田 衛：鋼木質複合梁部材の曲げ実験, 日本建築学会技術報告集, 第19巻, 第43号, pp.967-970, 2013.10
5. 5) Shioya, S., et al.: EXPERIMENTAL INVESTIGATION OF BENDING BEHAVIOR OF HYBRID TIMBER BEAMS REINFORCED USING STEEL BARS SUBJECTED TO CYCLE LOADING, AIJ Journal of Technology and Design, Vol.22, No.50, pp.73-76, 2016.2 (in Japanese) 塩屋晋一, 比良朋香：鉄筋を内蔵する集成材の繰り返し曲げ加力実験, 日本建築学会技術報告集, 第 22 巻, 第 50 号, pp.73-76, 2016.2
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