EFFECT OF SPANDREL AND HANGING WALLS ON FLEXURAL CAPACITY OF REINFORCED CONCRETE COLUMNS WITH WING WALLS

• KABEYASAWA Toshikazu

  ResearcherBuildingDept.NationalInstituteforLandandInfrastructureManagement

• KATO Shuji

  Earthquake Research Institute TheUniversityofTokyo

• KABEYASAWA Toshimi

  Earthquake Research Institute The University of Tokyo

• HOSOKAWA Youji

  Earthquake Research Institute The University of Tokyo

Bibliographic Information

Other Title

• 鉄筋コンクリート造そで壁付柱部材の曲げ性能に対する腰壁垂れ壁の影響

Journal

• Journal of structural engineering. B

  Journal of structural engineering. B (59), 15-20, 2013-03-25

  Architectural Institute of Japan

Keywords

• Columns with Wing Wall
• Reinforced Concrete
• Flexural Capacity
• Static Loading Test
• Rigid Zone
• Section Analysis

Details

• CRID: 1573950402654044800
• NII Article ID: 110009706565
• NII Book ID: AN10249636
• ISSN: 09108033
• Web Site: https://www.aij.or.jp/paper/detail.html?productId=398738
• Text Lang: ja
• Data Source:
  • CiNii Articles
  • KAKEN