Drop-Weight Impact Loading of Polypropylene Fiber Reinforced Concrete Wall after One-Year Drying Shrinkage-Reference-Cited by-同舟云学术

Drop-Weight Impact Loading of Polypropylene Fiber Reinforced Concrete Wall after One-Year Drying Shrinkage

Published:2020-12-18 Issue:12 Volume:18 Page:794-807
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Sato Yuichi¹,Naganuma Kazuhiro²,Ko Hunebum³,Kaneko Yoshio¹

Affiliation:

1. Department of Architecture and Architectural Engineering, Kyoto University, Nishigyo-ku, Kyoto 615-8540, Japan.

2. Department of Architecture, College of Science and Technology, Nihon University, Chiyoda-ku, Tokyo 103-8308, Japan.

3. Department of Architecture, Inha Technical Collage, Incheon 22212, Republic of Korea.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/18/12/18_794/_pdf

Reference20 articles.

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2. 2) Akai, F., Tajima, K., Naganuma, K. and Sato, Y., (2017). “Plastic strain energy based damage indices for concrete structures.” Journal of Structural Engineering, Architectural Institute of Japan, 82(742), 1925-1933. (in Japanese)

3. 3) CEB-FIP, (1990). “Model code for concrete structures.” Lausanne, Comite Euro-International du Beton-Fédération International de la Precontrainte.

4. 4) Chujo, T., Yoshikado. H., Sato, Y., Naganuma, K. and Kaneko, Y., (2016) “Experimental and analytical investigations of seismic pounding of adjacent 14-story reinforced concrete buildings damaged in 1985 Mexico Earthquake.” Journal of Advanced Concrete Technology, 14(12), 753-769.

5. 5) Ciampi, V., Eligehausen, R., Bertero, V. V. and Popov, E. P., (1982). “Analytical model for concrete anchorages of reinforcing bars under generalized excitations.” Report No. UCB/EERC-82/23, Berkeley, Univ. of California.