AXIAL COMPRESSION BEHAVIOR OF CONCRETE FILLED STEEL TUBULAR STUB COLUMNS USING HIGH STRENGTH MATERIALS

Author:

FUJIMOTO Toshiaki1,MUKAI Akiyoshi2,NISHIYAMA Isao2,INAI Eiichi3,KAI Makoto4,TANAKA Yoshinari5,TOKINOYA Hiroyoshi6,NOGUCHI Takashi7,BABA Takeshi8,FUKUMOTO Noboru9,MURATA Yoshiyuki10,SAKINO Kenji11,MORINO Syosuke12

Affiliation:

1. Research Center, Ando Corporation

2. Building Research Institute, Ministry of Construction

3. Technical Research Institute, Hazama Corporation

4. Technical Research Institute, Matsumura Gumi Corporation

5. Research & Development Center, Dai Nippon Construction

6. Technical Research Institute of Obayashi Corporation

7. Technical Research Center, Aoki Corporation

8. Ohmoto Gumi Co., Ltd.

9. Technical Research Institute, Asanuma Corporation

10. Penta-Ocean Construction Co., Ltd.

11. Department of Architecture, Faculty of Engineering, Kyushu University

12. Department of Architecture, Faculty of Engineering, Mie University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference3 articles.

1. 1) TOMII M. Experimental Studies on Concrete Filled Steel Tubular Stub Columns under Concentric Loading. Proceedings of International Colloquium on Stability of Structures Under Static and Dynamic Loads. (1977) p.718-741.

2. A STATE OF ART REPORT ON CONCRETE FILLED STEEL TUBE STRUCTURES

3. COMPRESSIVE STRENGTH AND DEFORMATION CAPACITY OF CONCRETE-FILLED TUBULAR STUB-COLUMNS : Strength and Rotation Capactity of Concrete-filled Tubular Columns, Part 1

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