22362 The effect of various parameters on collapse mechanisms of joint panels at the connection of steel column with two different depth H-shaped beams

• SUZUKI Hisafumi

  Graduate School of Eng., Osaka Univ.

• ICHISE Akiko

  Kyoto Institute of Technology

• KUWAHARA Susumu

  Graduate School of Eng., Osaka Univ.

Bibliographic Information

Other Title

• 22362 左右の梁せいが異なる鋼構造柱梁接合部段違いパネルの崩壊性状 : その1 崩壊機構Dの提案およびFEM解析による検討(柱梁接合部(3),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), 723-724, 2010-07-20

  Architectural Institute of Japan

Keywords

• 柱梁接合部パネル
• 段違いパネル
• 十字架構
• 全塑性耐力
• 塑性解析

Details

• CRID: 1571980076957074944
• NII Article ID: 110008110157
• NII Book ID: AN10486937
• ISSN: 1341447X
• Web Site: https://www.aij.or.jp/paper/detail.html?productId=221779
• Text Lang: ja
• Data Source:
  • CiNii Articles