LOCAL ELASTO-PLASTIC BEHAVIOR OF STEEL BEAM TO CONCRETE-FILLED SQUARE STEEL TUBE COLUMN MOMENT CONNECTIONS USING ELECTROSLAG WELDING-Reference-Cited by-同舟云学术

LOCAL ELASTO-PLASTIC BEHAVIOR OF STEEL BEAM TO CONCRETE-FILLED SQUARE STEEL TUBE COLUMN MOMENT CONNECTIONS USING ELECTROSLAG WELDING

Published:2009 Issue:638 Volume:74 Page:747-754
ISSN:1881-8153
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

FUKUMOTO Toshiyuki,KUBOTA Jun,OGIHARA Yukitada,MORITA Koji

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference5 articles.

1. FULL SCALE SHAKING TABLE TEST ON ULTIMATE SEISMIC RESISTANCE OF ADVANCED TYPE OF BEAM-TO-COLUMN CONNECTIONS

2. 2) 鈴木孝彦、下川広海、宋勇勲、萱森陽一、森田耕次、寺田慎平ほか:エレクトロスラグ溶接部の破壊性状に関する研究その1〜その12、日本建築学会大会学術講演梗概集(北海度).構造III、pp.581〜586、2004.8、日本建築学会大会学術講演梗概集(近畿).構造III、pp.837〜842、2005.9、日本建築学会大会学術講演梗概集(関東).構造III、pp.565〜568、2006.9、日本建築学会大会学術講演梗概集(九州).構造III、pp.783〜790、2007.8

3. 3) 日本建築学会:鉄骨鉄筋コンクリート構造計算規準.同解説、第5版、2001.3.20.

4. CONNECTION BETWEEN CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN AND STEEL BEAM REINFORCED WITH INTERNAL DIAPHRAGM : Elasto-plastic behavior of the local connection

5. LOCAL ELASTO-PLASTIC BEHAVIOR OF STEEL BEAM TO CONCRETE-FILLED SQUARE STEEL TUBE COLUMN MOMENT CONNECTIONS : Simple model of load-deformation relations for connection details using internal diaphragms or internal diaphragms with extended flanges

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