| 種別 | 論文 |
| 主題 | COMPARISON OF BEAM-COLUMN JOINT PERFORMANCE IN A SUBASSEMBLY AND IN A FRAME |
| 副題 | |
| 筆頭著者 | Alex Shegay（Tohoku University） |
| 連名者1 | 西田智康（東北大学） |
| 連名者2 | 加川大樹（東北大学） |
| 連名者3 | 前田匡樹（東北大学） |
| 連名者4 | |
| 連名者5 | |
| キーワード | beam-column joints、 variable axial load、 reinforced concrete、 RC frame |
| 巻 | 42 |
| 号 | 2 |
| 先頭ページ | 271 |
| 末尾ページ | 276 |
| 年度 | 2020 |
| 要旨 | The capacity of reinforced concrete (RC) beam column joints is critical to the design and assessment of RC structures. The response characteristics that have shaped the AIJ Concrete standard, as well as the understanding of damage progression have been largely based on experiments on beam-column joint subassemblies. To understand whether the beam-column joint subassembly experiments are an accurate representation of joint performance, a one-bay RC frame comprising of four beam-columns joints was tested under a variable axial load. |
| PDFファイル名 | 042-01-2046.pdf |