SIZE EFFECT ON COMPRESSIVE BEHAVIOR OF NORMAL AND HIGH-STRENGTH CONFlNED CONCRETE

Author:

KOIKE Sachio1,HATANAKA Shigemitsu2,MIZUNO Eiji3,TANIGAWA Yasuo4

Affiliation:

1. Dept. of Architecture, Faculty of Engineering, Aichi Institute of Technology

2. Dept. of Architecture, Faculty of Engineering, Mie University

3. Dept. of Civil Engineering, Faculty of Engineering, Chubu University

4. Dept. of Architecture, Graduate School of Engineering, Nagoya University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference4 articles.

1. Strength and deformation characteristics of confined concrete with circular reinforcement.

2. 10) Department of the Interior. Cement and concrete Investigatios - Mass Concrete Investigations. US Bureau of Reclamatino, Boulder Canyon Project, Final Report. (1965) vol.VII,

3. 12) LEJANO B. A. Size Effect on Stress-Strain Characteristics of High Strength Reinforced Concrete Columns Confined by Lateral Reinforcement. JCI International Workshop on Size Effect in concrete Structures. (1993) p.75-86.

4. 18) KIM J. K. Size Effect in concrete Specimens with Dissimilar Initial Cracks. Magazine of Concrete Research. (1990) vol.42, no.153, p.233-238.

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Size Effect of Concrete Short Columns Confined with Aramid FRP Jackets;Journal of Composites for Construction;2011-08

2. A CONSIDERATION ON TRI-AXIAL YIELD CRITERION FOR CONCRETE IN REINFORCED CONCRETE COLUMN SUBJECTED TO COMPRESSION;Journal of Structural and Construction Engineering (Transactions of AIJ);2011

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