22661 Seismic Behavior of Hybrid Structure Composed CFT-Column and SRC-Beam : (Part7) Effects on the Thickness of Column Tube on Simple Beam Test

• SUGANUMA Saki

  Graduate School of Eng., Tokyo Denki Univ. (Present Office)Kaihatsu Sekkei Consultant Co., Ltd.

• TOMATSURI Hiroyuki

  Architectural Division Group, Penta-Ocean Construction Co., Ltd.

• TACHIBANA Masahiko

  Dept. of Architecture, Tokyo Denki Univ.

Bibliographic Information

Other Title

• 22661 CFT柱-SRC梁ハイブリッド架構の構造性能 : (その7) 単純梁形式による終局時までの力学的性状(混合構造(2),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), 1321-1322, 2010-07-20

  Architectural Institute of Japan

Keywords

• CFT柱
• SRC梁
• 柱梁接合部
• フランジ面外抵抗
• 降伏線理論

Details

• CRID: 1574231876770535168
• NII Article ID: 110008110456
• NII Book ID: AN10486937
• ISSN: 1341447X
• Web Site: https://www.aij.or.jp/paper/detail.html?productId=222078
• Text Lang: ja
• Data Source:
  • CiNii Articles