| 種別 | 論文 |
| 主題 | SEISMIC RESPONSE OF REINFORCED CONCRETE WALLS WITH OPENING: EXPERIMENT AND STRUT-AND-TIE METHOD |
| 副題 | |
| 筆頭著者 | Zasiah TAFHEEM（Tohoku university） |
| 連名者1 | Hamood ALWASHALI（Tohoku university） |
| 連名者2 | Masaki MAEDA （Tohoku university） |
| 連名者3 | Kazuya TSURUGAI（Tohoku Electric Power Co., Inc., Japan） |
| 連名者4 | |
| 連名者5 | |
| キーワード | Influence of opening、opening parameters、seismic response、strut-and-tie method |
| 巻 | 44 |
| 号 | 2 |
| 先頭ページ | 529 |
| 末尾ページ | 534 |
| 年度 | 2022 |
| 要旨 | The influences of different opening parameters on the seismic response of RC walls are still poorly understood. Therefore, this study aims to investigate the effect of two parameters - opening size, and additional reinforcement around the opening on the seismic performance of RC wall. In addition, a conceptually simple grid-type strut-and-tie model has been proposed for better understanding the seismic response in the RC walls with opening. Shear strengths of RC walls predicted by the strut-and tie method are compared with the test results to verify the effectiveness of the proposed method. |
| PDFファイル名 | 044-01-2089.pdf |