| 種別 | Paper |
| 主題 | Seismic Behavior of Precast Shear Wall with Splices Confined to Spiral Steel |
| 副題 | |
| 筆頭著者 | Jose Caringal ADAJAR （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 shear wall,main bar connection,spiral steel,tubular steel sheath,lap splice,load-displacement relations,strain distribution,shear strength,slippage,deformation components |
| 巻 | 17 |
| 号 | 2 |
| 先頭ページ | 285 |
| 末尾ページ | 290 |
| 年度 | 1995 |
| 要旨 | Two monolithic and five precast shear walls were subjected to cyclic anti-symmetrical bending moments and a constant axial load. The location of main bar connection and the type of concrete joint were the varied factors. By investigating the crack formation, load-displacement hysteretic relations, flexural and shear strengths, strain distribution on steel reinforcements, deformation components, and the slippage at the horizontal concrete joint, the seismic behavior of precast walls were compared their monolithic counterparts. |
| PDFファイル名 | 017-01-2047.pdf |