Experimental Investigation on the Shear Crack Development of Shear-Critical High-Strength Reinforced Concrete Beams-Reference-Cited by-同舟云学术

Experimental Investigation on the Shear Crack Development of Shear-Critical High-Strength Reinforced Concrete Beams

Published:2014-07-30 Issue:7 Volume:12 Page:223-238
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Chiu Chien-Kuo¹,Chi Kai-Ning¹,Lin Fang-Ching¹

Affiliation:

1. Department of Civil and Construction Engineering, National Taiwan University of Science and Technology, Taipei, Taiwan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/12/7/12_223/_pdf

Reference15 articles.

1. 1) ACI., (2010). “Report on high-strength concrete.” ACI Committee 363. American Concrete Institute.

2. 2) ACI., (2011). “Building code requirements for structural concrete.” ACI Committee 318. American Concrete Institute.

3. 3) AIJ., (2010). “Standard for structural calculation of reinforced concrete structures.” Tokyo: Architectural Institute of Japan.

4. 4) AIJ., (1999). “Design guidelines for earthquake resistant reinforced concrete buildings based on inelastic displacement concept.” Architectural Institute of Japan, Tokyo, Japan. (in Japanese)

5. 5) FIP/CEB., (1990). “High strength concrete, State of the art report.” Bulletin d' Information, No. 197, August 1990.

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