| 種別 | Paper |
| 主題 | The Analysis of Localized Failure of Reinforced Concrete Shear Wall |
| 副題 | |
| 筆頭著者 | Guo-xiong YU （Nagoya University） |
| 連名者1 | Tada-aki TANABE （Nagoya University） |
| 連名者2 | |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | reinforced concrete, shear Wall, shear band localization. |
| 巻 | 17 |
| 号 | 2 |
| 先頭ページ | 1257 |
| 末尾ページ | 1262 |
| 年度 | 1995 |
| 要旨 | The shear band localization phenomenon can often be observed from the experimental results of R.C. shear, wall. There are no theoretical explanations or numerical simulations to explain this phenomenon in the past. In this paper, through numerical analysis, it shows that this phenomenon is caused by the material instability when the material acoustic tensor ceases to be positive. Also, example is given to show how the analytical results is affected when the shear band localization is taken into account. |
| PDFファイル名 | 017-01-2211.pdf |