EXPERIMENTAL STUDY ON ELASTO-PLASTIC BEHAVIOR OF THREE-DIMENSIONAL FRAMES CONSISTlNG OF CFT COLUMNS : Elasto-plastic characteristics of CFT three-dimensional frames (Part 1)
Author:
Affiliation:
1. Dept. of Architecture, Faculty of Engineering, Mie University
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/66/541/66_KJ00004101512/_pdf
Reference15 articles.
1. 1) KANATANI JI. A Study on Concrete Filled RHS Column to H Beam Connections Fabricated with HT Bolts. Journal of Structural and Construction Engineering (Transactions of AIJ), AIJ. (1990) vol.414, p.35-45.
2. 2) KANATANI JI. A Study on Concrete Filled RHS Column to H Beam Connections Fabricated with HT Bolts. Journal of Structural and Construction Engineering (Transactions of AIJ), AIJ. (1991) vol.425, p.37-46.
3. 3) KANATANI JI. A Study on Concrete Filled RHS Column to H Beam Connections Fabricated with HT Bolts. Journal of Structural and Construction Engineering (Transactions of AIJ), AIJ. (1992) vol.432, p.69-79.
4. 4) MORITA K. Effect of Inner Ring Stiffener on the Strength of Connection between Steel Beam and Concrete-Filled Square Tube Column. Journal of Structural and Construction Engineering (Transactions of AIJ), AIJ. (1991) vol.422, p.85-96.
5. 5) MORITA K. Structural behaviors of Concrete Filled Square Tubular High Strength Steel Column to H-Beam Connections. Journal of Structural and Construction Engineering (Transactions of AIJ), AIJ. (1993) vol.446, p.127-136.
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