Shear Bifurcation and Gravelization of Low-Strength Concrete-Reference-Cited by-同舟云学术

Shear Bifurcation and Gravelization of Low-Strength Concrete

Published:2020-12-19 Issue:12 Volume:18 Page:767-777
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Yamanoi Yuto¹,Maekawa Koichi²

Affiliation:

1. Central Research Institute of Electric Power Industry, 1646 Abiko, Chiba, Japan.

2. Yokohama National University, 79-5 Tokiwadai, Hodogaya-ku, Yokohama, Kanagawa, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/18/12/18_767/_pdf

Reference29 articles.

1. 1) An, X., Maekawa, K. and Okamura, H., (1997). “Numerical simulation of size effect in shear strength of RC beams.” Doboku Gakkai Ronbunshu, 564/V-35, 297-316. (in Japanese)

2. 2) Anastasopoulos, I., Gerolymos, N., Drosos, V., Georgarakos, T., Kourkoulis, R. and Gazetas, G., (2008). “Behavior of deep immersed tunnel under combined normal fault rupture deformation and subsequent seismic shaking.” Bulletin of Earthquake Engineering, 6, 213-239.

3. 3) Ariga, Y., (2007). “Fundamental study on analysis method for behavior of concrete dam against fault displacement.” JSCE Journal of Earthquake Engineering, 29, 690-697. (in Japanese)

4. 4) Fadaee, M., Anastasopoulos, I., Gazatas, G., Jafari, M. K. and Kamalian, M., (2013). “Soil bentonite wall protects foundation from thrust faulting: Analyses and experiment.” Earthquake Engineering and Engineering Vibration, 12(3), 473-486.

5. 5) IAEA, (2016). “IAEA Safety standards for protecting people and the environment: Site evaluation for nuclear installations, No. NS-R-3 (Rev. 1): Safety requirements.” Vienna, Austria: International Atomic Energy Agency.

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