AN EVALUATION METHOD OF FLEXURAL STRENGTH OF HIGH STRENGTH CONCRETE COLUMNS USING STRESS BLOCK-Reference-Cited by-同舟云学术

AN EVALUATION METHOD OF FLEXURAL STRENGTH OF HIGH STRENGTH CONCRETE COLUMNS USING STRESS BLOCK

Published:2006 Issue:604 Volume:71 Page:127-134
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

MURAMATSU Akitsugu¹,KOMURO Tsutomu¹,IMAI Kazumasa²,KORENAGA Takeyoshi³,NISHIYAMA Minehiro⁴

Affiliation:

1. Design Division, Taisei Corporation

2. Building Engineering Research Institute, Technology Center

3. Building Engineering Research Institute, Technology Center, Taisei Corporation

4. Graduate School of Engineering, Kyoto University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/71/604/71_KJ00004348025/_pdf

Reference7 articles.

1. 2) JINNAI H. Development and Construction Record on High-Strength Concrete with the Compressive Strength Exceeding 150MPa. Seventh International Symposium on the Utilization of High-Strength/High-Performance Concrete, 2005. 6. (2005)

2. 3) TOGAY Ozbakkaloglu. Rectangular Stress Strain Block for High-Strength Concrete. ACI Structural Journal. (2004) vol.101, no.4, p.475-483.

3. 7) American Concrete Institute. Building Code and Commentary. ACI318 M-02. (2002)

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