ELASTO PLASTIC BEHAVIOR OF PANEL ZONE OF STEEL BEAM TO CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN CONNECTION-Reference-Cited by-同舟云学术

ELASTO PLASTIC BEHAVIOR OF PANEL ZONE OF STEEL BEAM TO CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN CONNECTION

Published:2001 Issue:550 Volume:66 Page:183-190
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

FUKUMOTO Toshiyuki¹

Affiliation:

1. Kajima Technical Research Institute

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/66/550/66_KJ00004101657/_pdf

Reference5 articles.

1. 11) YOKOYAMA Yukio. Structural Behaviors of Steel-Beam to Concrete-Filled Square Tube Column Connections Reinforced with Inner Ring Stiffener. Proceedings of the Third ASCCS International Conference on Steel-Concrete Composite Structures. (1991) p.165-170.

2. 12) SASAKI Satoshi. Structural Behavior of Concrete-Filled Square Tubular Column with Partial-Penetration Weld Corner Seam to Steel H-Beam Connections. Proceedings of 4th Pacific Stractural Steel Conference. (1995) vol.2, p.33-40.

3. CONNECTION BETWEEN HIGH-STRENGTH CONCRETE-FILLED SQUARE TUBULAR STEEL COLUMN AND STEEL BEAM, REINFORCED WITH INTERNAL DIAPHRAGM : Elasto-plastic behavior of the connection and subassemblage frame

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