STUDY ON BOND PERFORMANCE OF REINFORCED CONCRETE SUBJECTED TO HIGH-TEMPERATURE HISTORY AND RESTORATION BY RE-CURING USING NEUTRON DIFFRACTION
Author:
Affiliation:
1. The University of Tokyo, School of Engineering, Dept. of Arch.
2. Building Research Institute, Dept. of Fire Engineering
3. Tokyo University of Science, Dept. of Arch., Faculty of Sci. and Tech.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/88/803/88_12/_pdf
Reference21 articles.
1. 1) Fire situation in January-December 2020 (confirmed), Fire and Disaster Management Agency, 2020 (accessed 2022.4.27) (in Japanese) 令和 2 年(1-12 月)における火災の状況(確定値), 総務省消防庁, 2020 (参照 2022.4.27)https://www.fdma.go.jp/pressrelease/statistics/
2. 2) Architectural Institute of Japan: Guidelines and Commentary for Fire Damage Diagnosis, Repair and Reinforcement Methods for Buildings, Architectural Institute of Japan, 2015 (in Japanese) 日本建築学会:建物の火害診断および補修・補強方法指針・同解説, 日本建築学会, 2015
3. 3) AIJ: Fire Resistance of Structural Materials Guidebook, Architectural Institute of Japan, 2017 (in Japanese) 日本建築学会:構造材料の耐火性ガイドブック, 日本建築学会, 2017
4. 4) Masashi Matsudo, et al.: Mechanical properties of ultra-high strength concrete after heating, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol.603, pp.171-177, 2006 (in Japanese) 松戸正士ら:高温加熱後の超高強度コンクリートの力学的性質に関する 実験的研究,日本建築学会構造系論文集,Vol.603,pp.171-177, 2006 (DOI: https://doi.org/10.3130/aijs.71.171_3 )
5. 5) R.H. Haddad et al.: Effect of elevated temperature on bond between steel reinforcement and fiber reinforced concrete, Fire Safety Journal, Vol.43, pp.334-343, 2008 (DOI: 10.1016/j.firesaf.2007.11.002 )
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