STUDY ON STRUCTURAL PROPERTIES OF CONCRETE FILLED CIRCULAR STEEL TUBULAR STUB COLUMNS UNDER PURE AXIAL COMPRESSION
Author:
Affiliation:
1. Emeritus, Tokyo Institute of Technology
2. Dept. of Built Environment, Interdisciplinary Graduate School, Tokyo Institute of Technology
3. Research Eng., R & D Institute, Takenaka Corp.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/62/499/62_KJ00004107149/_pdf
Reference3 articles.
1. 6) SUZUKI T. Concrete-filled High Tensile Tubular Structures. I. A. B. S. E. 13th Congress. (1988) p.3-8.
2. A STUDY ON INELASTIC BUCKLING OF CIRCULAR TUBES UNDER AXIAL COMPRESSION WITH OUTER CONSTRAINTS
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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1. Analytical model for circular high strength concrete filled steel tubes under compression;Engineering Structures;2021-10
2. Experimental Study on Reinforcement Ratio of RCFT Columns under Axial Compression;Advanced Materials Research;2011-05
3. NUMERICAL SIMULATION FOR FRACTURE OF CONCRETE FILLED CIRCULAR STEEL TUBE SUBJECTED TO THE AXIAL COMPRESSION;Journal of Structural and Construction Engineering (Transactions of AIJ);2006
4. EXPERIMENTAL STUDY OF THE SIZE EFFECT ON THE BEHAVIOR OF CONCRETE FILLED CIRCULAR STEEL TUBE COLUMNS UNDER AXIAL COMPRESSION;Journal of Structural and Construction Engineering (Transactions of AIJ);2002
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