22625 Experimental Study on Flexural Strength of Beam Web to Concrete Filled Square Steel Tubular Column Joints Effect of the depth-thickness ratio of the steel tube

• KIFO Masae

  The University of Kitakyushu

Bibliographic Information

Other Title

• 22625 コンクリート充填角形鋼管柱に取り付くH形鋼梁ウェブ接合部の曲げ耐力に関する実験的研究 : 幅厚比の影響(CFT接合部・骨組,構造III)

Journal

• Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures

  Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures (2010), 1249-1250, 2010-07-20

  Architectural Institute of Japan

Keywords

• 柱梁接合部
• 鋼・コンクリート合成柱
• 曲げ耐力

Details

• CRID: 1571417127003431680
• NII Article ID: 110008110420
• NII Book ID: AN10486937
• ISSN: 1341447X
• Web Site: https://www.aij.or.jp/paper/detail.html?productId=222042
• Text Lang: ja
• Data Source:
  • CiNii Articles