Development of Post-installed Headed Bars Embedded into Grouted Holes with Enlarged Ends
Author:
Affiliation:
1. Takenaka Research and Development Institute, 1-5-1 Ohtsuka, Inzai, Chiba, Japan.
2. Takenaka Corporation, 1-1-1 Shinsuna, Koto-ku, Tokyo, Japan.
3. Takenaka Corporation, 4-1-13 Honmachi, Chuo-ku, Osaka, Japan.
Publisher
Japan Concrete Institute
Link
https://www.jstage.jst.go.jp/article/jact/22/1/22_62/_pdf
Reference30 articles.
1. 1) Abe, T., Hiwatashi, T., Kubota, M., Takase, Y. and Katori, K., (2017). “Development and equation for shear strength of cylindrical shear-key applied seismic retrofitted joint of concrete structure.” AIJ Journal of Structural and Construction Engineering, 82(736), 873-883. (in Japanese)
2. 2) ACI, (2013). “Code requirements for nuclear safety-related concrete structures and commentary (ACI-349).” Farmington Hills, Michigan: American Concrete Institute.
3. 3) ACI, (2019). “Building code requirements for structural concrete and commentary (ACI-318).” Farmington Hills, Michigan: American Concrete Institute.
4. 4) AIJ, (2010). “Recommendations for design of composite constructions.” Tokyo: Maruzen Publishing Co., Ltd. (in Japanese)
5. 5) AIJ, (2018). “Standard for structural calculation of reinforced concrete structures.” Tokyo: Maruzen Publishing Co., Ltd. (in Japanese)
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