EARTHQUAKE-RESISTING PERFORMANCE OF R/C COLUMNS CONFINED BY SQUARE STEEL TUBES : Part 3 Effects of shear span ratio of column-Reference-Cited by-同舟云学术

EARTHQUAKE-RESISTING PERFORMANCE OF R/C COLUMNS CONFINED BY SQUARE STEEL TUBES : Part 3 Effects of shear span ratio of column

Published:2001 Issue:547 Volume:66 Page:129-136
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 Kenji¹,YASUDA Kentaro²,AKLAN Amin³

Affiliation:

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

2. Nippon Steel, Ltd., Former Graduate Student of Kyushu Univ.

3. Mitsui Busan, Ltd.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/66/547/66_KJ00004102050/_pdf

Reference5 articles.

1. 1) SUN Y. Earthquake-Resisting Performance of R/C Columns Confined by Square Steel Tubes - Part 2 Effects of wall thickness of steel tube. Journal of Structural and Construction Engineering,AIJ. (2000) vol.531, p.133-140.

2. 2) HIROSAWA M. Strength and Ductility of Reinforced Concrete Member Sbjected to Axial Load. Proceedings of the Annual Convention of the AIJ. (1971) p.819-820.

3. 3) ACI Committee 318. Building Code Raquirements for Structural Concrete - ACI 318-95. ACI. (1995) p.134-138.

4. 4) 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.

5. 5) SUN Yuping. el al. EARTHQUAKE-RESISTING PERFORMANCE OF R/C COLUMNS CONFINED BY SQUARE STEEL TUBES : Part 1 Columns under high axial load. Journal of structural and construction engineering. 日本建築学会. (1997) no.501, p.93-101.

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