| 種別 | Paper |
| 主題 | Flexural Behavior of RC L-Shaped Shear Walls under A Normal Force and BI-Directional Reversal Forces |
| 副題 | |
| 筆頭著者 | Fouad KHAIRALLAH （Muroran Institute of Technology） |
| 連名者1 | Yasuyuki ARAI （Muroran Institute of Technology） |
| 連名者2 | Mitsuo MIZOGUCHI （Muroran Institute of Technology） |
| 連名者3 | Chikara TAKEDA （Muroran Institute of Technology） |
| 連名者4 | |
| 連名者5 | |
| キーワード | axial force,bi-directional strength,failure mechanism,flexural strength,L-shaped section,reinforced concrete,structural design,walls |
| 巻 | 17 |
| 号 | 2 |
| 先頭ページ | 553 |
| 末尾ページ | 558 |
| 年度 | 1995 |
| 要旨 | Six large scale identical L-shaped section walls were tested under the combined action of a constant axial force and bi-directional reversal horizontal forces increasing to failure. Strength and deformational characteristic revealed by the experimental result are very close to the values computed using the bi-directional bending strength method. |
| PDFファイル名 | 017-01-2092.pdf |