Residual Static Strength of Concrete Cylinder Specimen and Stud Anchor Specimen after Cyclic Loadings-Reference-Cited by-同舟云学术

Residual Static Strength of Concrete Cylinder Specimen and Stud Anchor Specimen after Cyclic Loadings

Published:2016-10-22 Issue:10 Volume:14 Page:634-642
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Kontani Osamu¹,Ishitobi Naoki¹,Kawada Junya¹,Taogoshi Noriaki²,Koge Makoto²,Umeki Yoshito³

Affiliation:

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

2. Power Generation Division, The Chugoku Electric Power Co., Inc., Hiroshima, Japan.

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

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/14/10/14_634/_pdf

Reference11 articles.

1. 1) AIJ, (2010). “Guidelines for various composite structure design.” The Architectural Institute of Japan. (in Japanese)

2. 2) AIJ, (2015). “Guidelines for maintenance and management of structures in nuclear facilities.” The Architectural Institute of Japan. (in Japanese).

3. 3) Awad, M. E. and Hilsdorf, H. K., (1974). “Strength and deformation characteristics of plain concrete subjected to high repeated and sustained loads.” In: Abeles Symposium Fatigue of Concrete, ACI SP-41-1, l-14.

4. 4) Ballatore, E. and Bocca, P., (1997) “Variations in the mechanical properties of concrete subjected to low cycle loads.” Cement and Concrete Research, 27(3), 453-462.

5. 5) Bennet, E. W. and Muir, S. E. St J., (1967). “Some fatigue tests of high-strength concrete in axial compression.” Magazine Concrete Research, 19, 113-117.

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