| 種別 | Paper |
| 主題 | A Study on the Influence of Shear Reinforcement Ratios to the Seismic Performance of Precast Concrete Columns |
| 副題 | |
| 筆頭著者 | Primo Allan ALCANTARA （University of Tsukuba） |
| 連名者1 | Teruaki YAMAGUCHI （Kabuki Construction） |
| 連名者2 | Hiroshi IMAI （University of Tsukuba） |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | precast concrete columns,bar splice,shear capacity,shear reinforcement ratio,arch and truss model |
| 巻 | 17 |
| 号 | 2 |
| 先頭ページ | 411 |
| 末尾ページ | 416 |
| 年度 | 1995 |
| 要旨 | The structural performance of precast concrete columns was studied. It focuses on the use of the relatively new concept in the connections of frame-type structures using precast concrete members in which the concrete joints are located at member ends and rebar joints at portions where the design stresses are small. The main objective is to investigate the structural performance of precast concrete columns having ordinary to high shear reinforcement ratio. |
| PDFファイル名 | 017-01-2068.pdf |