| 種別 | 論文 |
| 主題 | INITIAL DAMAGE OBSERVATIONS FROM AN E-DEFENSE SHAKE TABLE TEST OF A BUILDING WITH POST-DISASTER FUNCTIONS |
| 副題 | |
| 筆頭著者 | Trevor YEOW（The University of Tokyo） |
| 連名者1 | 楠浩一（東京大学） |
| 連名者2 | Izumi NAKAMURA（National Research Institute for Earth Science and Disaster Resilience） |
| 連名者3 | 日比野陽（名古屋大学） |
| 連名者4 | |
| 連名者5 | |
| キーワード | E-Defense、Shake-table test、Post-disaster functions、Damage evaluation、Crack observations |
| 巻 | 42 |
| 号 | 2 |
| 先頭ページ | 739 |
| 末尾ページ | 744 |
| 年度 | 2020 |
| 要旨 | Shake-table tests of a 3-story reinforced concrete building with post-disaster functions were performed at E-Defense. In the specimen, cladding wall elements were casted to be monolithic with the frame elements with seismic slits present at intended regions of plasticity. Slits at the roof-level and at the column base were filled with concrete to allow these walls to act in compression. It was found that the gap detailing helped the specimen achieve more stringent performance objectives required for buildings with post-disaster functions. |
| PDFファイル名 | 042-01-2124.pdf |