タイトル(掲載誌)愛知工業大学耐震実験センター年次報告書=Annual Report of the Seismic Resistance Experiment Center
一般注記Strength of the circular-shaped concrete-filled steel tubes (CFT) is enhanced significantly due to the confinement provided by the surrounding steel plates. The effectiveness of the confinement depends on several factors such as column slenderness,diameter to thickness ratio,strengths of steel and concrete,the loading method and boundary conditions,and the interface condition between steel and intemal concrete. A new technique is introduced in this study to increase the effectiveness of the confinement in order to improve the strength and the ductility of CFT columns. The CFT column used in this study is different from the conventional CFT column in that the concrete is compressed prior to hardening using two circular steel plates placed at both ends of the column.
identifier:http://repository.aitech.ac.jp/dspace/handle/11133/2642
一次資料へのリンクURLhttp://repository.aitech.ac.jp/dspace/bitstream/11133/2642/1/%e8%80%90%e9%9c%873%e5%8f%b7%e7%a0%94%e7%a9%b6%e8%ab%96%e6%96%879%28P87-90%29.pdf
連携機関・データベース国立情報学研究所 : 学術機関リポジトリデータベース(IRDB)(機関リポジトリ)