| 種別 | 論文 |
| 主題 | NONLINEAR FINITE ELEMENT ANALYSIS OF RC CANTILIVER STRUCTURAL WALLS UNDER LATERAL LOADING |
| 副題 | |
| 筆頭著者 | Rafik TALEB（Tokyo Institute of Technology） |
| 連名者1 | 河野進（東京工業大学） |
| 連名者2 | 坂下雅信（京都大学） |
| 連名者3 | |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | Cantilever RC structural walls、boundary columns、confined regions、nonlinear FE analysis、Cantilever RC structural walls、boundary columns、confined regions、nonlinear FE analysis |
| 巻 | 35 |
| 号 | 2 |
| 先頭ページ | 61 |
| 末尾ページ | 66 |
| 年度 | 2013 |
| 要旨 | The aim of this paper is to present nonlinear finite element (FE) analyses results on four 40%-scale cantilever type structural walls with and without boundary columns with different amount of boundary region shear reinforcement. FE model was built in order to simulate the load-deformation relations as well as cracking and damage patterns. The model is able to predict yielding, peak load and damage pattern with reasonably good accuracy. The model is capable of predicting the ability of boundary columns in reducing damage level. |
| PDFファイル名 | 035-01-2011.pdf |