EARTHQUAKE-RESISTING PERFORMANCE OF R/C COLUMNS CONFINED BY SQUARE STEEL TUBES : Part 2 Effects of wall thickness of steel tube-Reference-Cited by-同舟云学术

EARTHQUAKE-RESISTING PERFORMANCE OF R/C COLUMNS CONFINED BY SQUARE STEEL TUBES : Part 2 Effects of wall thickness of steel tube

Published:2000 Issue:531 Volume:65 Page:133-140
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:

SUN Yuping¹,SAKINO Kenji²,YASUDA Kentaro³,AKLAN Amin⁴

Affiliation:

1. Graduate School of Human Environment Studies, Kyushu Univ.

2. Graduate Shcool of Human Environment Studies, Kyushu Univ.

3. Nippon Steel, Ltd.:Kyushu Univ.

4. Mitsui Busan, Ltd.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/65/531/65_KJ00004087853/_pdf

Reference6 articles.

1. 1) AIJ. Standard for Structural Calculation of Reinforced Concrete Structures. (1991) p.8-13.

2. 2) AIJ. Structural Design Guidelines for Reinforced Concrete Buildings. (1994) vol.69,

3. 3) ACI Committee318. Building Code Requirements for Structural Concrete-ACI318-95. ACI. (1995) p.134-138.

4. 4) SAKINO K. Stress-Strain Curve of Concrete Confined by Rectilinear Steels. Journal of Structural and Construction Engineering, AIJ. (1994) vol.461, p.95-104.

5. 5) SUN Y. P. Method for Calculating the Ultimate Moment of R/C Columns Retrofitted by Square Steel Tube. Proceedings of the JCI. (1996) vol.18-2, p.131-136.

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