SEISMIC BEHAVIOR OF CONCRETE ELEMENTS REINFORCED WITH CONTINUOUS FIBER FILAMENTS : Evaluation of the shear capacity determined by bond failure and the ductility-Reference-Cited by-同舟云学术

SEISMIC BEHAVIOR OF CONCRETE ELEMENTS REINFORCED WITH CONTINUOUS FIBER FILAMENTS : Evaluation of the shear capacity determined by bond failure and the ductility

Published:2006 Issue:603 Volume:71 Page:115-122
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:

IIHOSHI Chikara¹,TANAKA Hitoshi²

Affiliation:

1. Fundamental Technology Dept., Asahi Kasei Homes

2. Disaster Prevention Research Institute, Kyoto Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/71/603/71_KJ00004315347/_pdf

Reference4 articles.

1. 3) ACI Committee 440. Guide for the Design and Construction of Concrete Reinforced with FRP Bars. 440.1R-03. (2003)

2. 10) IIHOSHI C. Splitting Bond Capacities of Concrete Element Reinforced with Continuous Fiber. Journal of Structural Engineering、ASCE. (2005) vol.131, no.11, p.1699-1711. doi:10.1061/(ASCE)0733-9445(2005)131:11(1699)

3. 11) SAATCIOGLE M. Displacement-Based Design of Reinforced Concrete Columns for Confinement. ACI Structural Journal, ACI. (2002) vol.99, no.1, p.3-11.

4. EXPERIMENTAL STUDY ON EVALUATION OF DUCTILITY OF REINFORCED CONCRETE COLUMNS

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1. EXPERIMENTAL STUDY ON SHEAR STRENGTH AFFECTED BY SPLITTING BOND FAILURE OF R/C COLUMNS STRENGTHENED LATERALLY WITH EXTERNAL PC RODS;Journal of Structural and Construction Engineering (Transactions of AIJ);2008