CONNECTION BETWEEN CONCRETE-FILLED CIRCULAR TUBULAR STEEL COLUMN AND STEEL BEAM REINFORCED WITH EXTERNAL DIAPHRAGM : Elasto-plastic behavior of local connection-Reference-Cited by-同舟云学术

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CONNECTION BETWEEN CONCRETE-FILLED CIRCULAR TUBULAR STEEL COLUMN AND STEEL BEAM REINFORCED WITH EXTERNAL DIAPHRAGM : Elasto-plastic behavior of local connection

Published:2000 Issue:535 Volume:65 Page:163-170
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,YAMAYA Hiroyoshi²,MORITA Koji³

Affiliation:

1. Kajima Technical Research Institute

2. Yokohama Branch, Construction Gourp, Kajima Corporation

3. Department of Design and Architecture, Chiba University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/65/535/65_KJ00004088004/_pdf

Reference5 articles.

1. 2) KUROBANE Y. Beam-to-Concrete Filled Tubular Column Connections with Stiffener Rings Part1 Tests, Part2 Analysis, Part3 Discussion. 日本建築学会大会学術講演梗概集(近畿) 構造. (1987) vol.II, p.1275-1280.

2. 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

3. LOCAL TENSILE STRENGTHS OF CONNECTION BETWEEN STEEL BEAM FLANGE AND CONCRETE-FILLED CIRCULAR TUBE COLUMN

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