| 種別 | 論文 |
| 主題 | CLT パネルを有する鉄筋コンクリートフレームの破壊モードと耐震性能に関する研究 |
| 副題 | |
| 筆頭著者 | Ahmad Ghazi ALJUHMANI（東北大学） |
| 連名者1 | Hamood ALWASHALI（岡山大学） |
| 連名者2 | 前田匡樹 （東北大学） |
| 連名者3 | 関松太郎（建築研究所） |
| 連名者4 | |
| 連名者5 | |
| キーワード | RC buildings、 Cross-laminated Timber、 CLT infill、 Seismic retrofit、 FEM |
| 巻 | 44 |
| 号 | 2 |
| 先頭ページ | 241 |
| 末尾ページ | 246 |
| 年度 | 2022 |
| 要旨 | The objective of this study is to clarify the possible failure mechanisms and strength of RC frames with CLT infill and to investigate the CLT panel compression strut width. Simplified strength evaluation was summarized based on a literature review of the RC frames with different material infills. Diagonal tests of CLT panels and FE analysis of RC frames with CLT infill system were conducted in order to clarify the change of failure mechanisms based on the strut width and the relative stiffness for the RC frame and CLT. It was found that brittle failure mechanisms could be avoided by properly designing the RC-CLT system. |
| PDFファイル名 | 044-01-2041.pdf |