STRESS-STRAIN CURVE OF RC COLUMN CONFINED EXTERNALLY BY PRE-TENSIONED PC BARS-Reference-Cited by-同舟云学术

STRESS-STRAIN CURVE OF RC COLUMN CONFINED EXTERNALLY BY PRE-TENSIONED PC BARS

Published:2006 Issue:600 Volume:71 Page:147-153
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:

NAKADA Kozo¹,HITAKA Toko²,FURUKAWA Akira³,YAMAKAWA Tetsuo¹,SAKINO Kenji²

Affiliation:

1. Dept. of Civil Eng. & Architecture, Univ. of the Ryukyus

2. Faculty of Human-Environment Studies, Kyushu Univ.

3. Daiwa House Industry

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/71/600/71_KJ00004393084/_pdf

Reference5 articles.

1. 1) SUN Y. Flexural Behavior of High-strength RC columns confined by rectilinear reinforcement. Journal of Structural and Construction Engineering (Transactions of AIJ). (1996) vol.486, p.95-106.

2. 2) MANDER J. B. Theoretical Stress-Strain Model for Confined Concrete. Journal of Structural Engineering, ASCE. (1988) vol.114, no.8, p.1804-1826.

3. State-of-the-Art Report on Confined Concrete

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