22642 Structural Performance of Hybrid Steel Beams with the Ends Reinforced by Concrete Connected to RC Column : Part 10 : Effects of PC bars without prestressing

• MASE Shinji

  Institute of Technology, Shimizu Corporation

• KANEMOTO Kiyo-omi

  Institute of Technology, Shimizu Corporation

• YAMANOBE Koji

  Institute of Technology, Shimizu Corporation

Bibliographic Information

Other Title

• 22642 鉄筋コンクリート柱への接合端部を鉄筋コンクリートで巻いた混合構造梁構法の構造性能 : その10. PC鋼材に緊張力を導入しない場合(複合梁(1),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), 1283-1284, 2010-07-20

  Architectural Institute of Japan

Keywords

• 混合構造
• 梁
• 繰返し載荷実験
• PC鋼材
• 無筋張力
• せん断耐力

Details

• CRID: 1572543026910269440
• NII Article ID: 110008110437
• NII Book ID: AN10486937
• ISSN: 1341447X
• Web Site: https://www.aij.or.jp/paper/detail.html?productId=222059
• Text Lang: ja
• Data Source:
  • CiNii Articles