Structural Performance Evaluation and Monitoring of Reinforced Concrete Shear Walls Affected by Alkali-Silica Reactions

Author:

Sawada Shohei1,Takaine Yoshikazu2,Okayasu Takashi2,Nimura Arinori2,Shimamoto Ryu3

Affiliation:

1. Nuclear Power Department, Kajima Corporation, Tokyo, Japan.

2. Kajima Technical Research Institute, Tokyo, Japan.

3. Nuclear Civil & Architectural Engineering Department, Chubu Electric Power Co., Inc. Nagoya, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Reference37 articles.

1. 1) AIJ, (2021). “AIJ guidelines for maintenance and management of structures in nuclear facilities.” Tokyo: Architectural Institute of Japan.

2. 2) Berra, M. Faggiani, G., Mangialardi, T. and Paolini, A. E., (2010). “Influence of stress restraint on the expansive behaviour of concrete affected by alkali-silica reaction.” Cement and Concrete Research, 40, 1403-1409.

3. 3) Clayton, N., Cumie, R. and Moss, R. N., (1990). “The effects of alkali-silica reaction on the strength of prestressed concrete beams.” The Structural Engineer, 68(15), 287-292.

4. 4) Chenier, J-O., Komljenovic, D., Gocevski, V., Picard, S. and Chretien, G., (2012). “An approach regarding aging management program for concrete containment structure at the Gentilly-2 Nuclear Power Plant.” In: Proc. 33rd Annual Conference of the Canadian Nuclear Society and 36th Annual CNS-CNA Student Conference, Saskatoon, Saskatchewan, Canada 10-13 June 2012. New York: Curran Associates, Inc., Vol. 1, 260-272.

5. 5) Fafitis, A. and Shah, S. P., (1985). “Lateral reinforcement for high-strength concrete columns.” In: ACI Special Publication SP-87: High-Strength Concrete. Farmington Hills, Michigan, USA: American Concrete Institute, 213-232.

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