Splitting Bond Capacities of Concrete Element Reinforced with Continuous Fiber-Reference-Cited by-同舟云学术

Splitting Bond Capacities of Concrete Element Reinforced with Continuous Fiber

Published:2005-11 Issue:11 Volume:131 Page:1699-1711
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Iihoshi Chikara¹²³,Kaku Tetsuzo¹²³,Fujii Shigeru¹²³

Affiliation:

1. Graduate Student, Dept. of Global Environment Engineering, Kyoto Univ., Kyoto 606-8501, Japan.

2. Professor, Dept. of Civil Engineering, Toyohashi Univ. of Technology, Toyohashi 441-8580, Japan.

3. Deceased December 14, 2001; formerly, Associate Professor, Dept. of Global Environment Engineering, Kyoto Univ., Kyoto 606-8501, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282005%29131%3A11%281699%29

Reference12 articles.

1. Architectural Institute of Japan (AIJ). (1990). Design guidelines for earthquake resistant reinforced concrete buildings based on ultimate strength concept Tokyo.

2. Architectural Institute of Japan (AIJ). (1997). Design guidelines for earthquake resistant reinforced concrete buildings based on inelastic displacement concept Tokyo.

3. Architectural Institute of Japan (AIJ). (2001). Design and construction guideline of continuous fiber reinforced concrete Tokyo.

4. Fujii S. and Morita S. (1982). “Splitting bond capacities of deformed bars—Part 1 experimental studies on main factors influencing splitting bond failure.” Transactions of the Architectural Institute of Japan No. 319 Architectural Institute of Japan 47–55.

5. Fujii S. and Morita S. (1983). “Splitting bond capacities of deformed bars—Part 2 a proposed ultimate strength equation for splitting bond failure.” Transactions of the Architectural Institute of Japan No. 324 Architectural Institute of Japan 45–53.

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1. SEISMIC BEHAVIOR OF CONCRETE ELEMENTS REINFORCED WITH CONTINUOUS FIBER FILAMENTS : Evaluation of the shear capacity determined by bond failure and the ductility;Journal of Structural and Construction Engineering (Transactions of AIJ);2006