| 種別 | 論文 |
| 主題 | AEM ANALYSIS OF GRID-STEEL PLATE RETROFITTING METHOD FOR MASONRY PIERS OF RAILWAY BRIDGES |
| 副題 | |
| 筆頭著者 | Ngoc T. PHAN（Yokohama National University） |
| 連名者1 | 細田暁（横浜国立大学） |
| 連名者2 | Hamed SALEM（Cairo University） |
| 連名者3 | Sakiko TAKAHASHI（East Japan railway company） |
| 連名者4 | |
| 連名者5 | |
| キーワード | Applied Element Method (AEM)、grid-steel plate retrofitting method、masonry piers、応用要素法、格子鋼板補強方法、組積み橋脚 |
| 巻 | 41 |
| 号 | 2 |
| 先頭ページ | 1291 |
| 末尾ページ | 1296 |
| 年度 | 2019 |
| 要旨 | The effects of grid-steel plates to enhance the seismic performance of masonry pier of railway bridges were experimentally studied and numerically investigated by Applied Element Method (AEM). By improving the details of grid-steel plate retrofitting method, sliding of blocks could be eliminated and rocking behavior of a retrofitted column was observed. AEM simulation with appropriate modeling of boundary surfaces between concrete blocks and PVC sheet showed acceptable simulation results. |
| PDFファイル名 | 041-01-2216.pdf |