EARTHQUAKE-RESISTING PERFORMANCE OF R/C COLUMNS CONFINED BY SQUARE STEEL TUBES : Part 1 Columns under high axial load

Author:

SUN Yuping1,SAKINO Kenji1

Affiliation:

1. Dept. of Architecture, Faculty of Engineering, Kyushu Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference14 articles.

1. 1) TOMII M. Ultimate Moment of Reinforced Concrete Short Columns confined in Steel Tube. Pacific Conferences on Earthquake Engineering, New Zealand. (1987) p.1-14.

2. 2) YOSHIMURA K. Experimental Study for developing a New Aseismic Element with R/C Short Column Confined by a Square Steel Tube. Proceedings of AIJ Annual Meeting. (1996) p.73-76.

3. 3) YOSHIOKA K. Aseismic Design of 41-Story Reinforced Concrete Tube Structure-part 6; Strength and Ductility of Steel-Confined Concrete Columns under Large Axial Force. Proceedings of AIJ Annual Meeting. (1989) p.777-778.

4. 4) SAKINO K. Stress-Strain Curve of Concrete Confined by Rectilinear Hoops. Journal of Structural and Construction Engineering, AIJ. (1994) vol.No.461, p.95-104.

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

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