| 種別 | 論文 |
| 主題 | EXPERIMENTAL STUDY ON A THREE-DIMENSIONAL RC FRAME WITH SLAB SUBJECTED TO LATERAL LOADS |
| 副題 | |
| 筆頭著者 | Xuan DENG（The University of Tokyo） |
| 連名者1 | 壁谷澤寿一（建築研究所） |
| 連名者2 | 壁谷澤寿海（東京大学） |
| 連名者3 | 福山洋（建築研究所） |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | スラブ協力、スラブ有効幅、境界条件、RC骨組、slab participation、effective slab width、boundary condition、RC frame |
| 巻 | 34 |
| 号 | 2 |
| 先頭ページ | 331 |
| 末尾ページ | 336 |
| 年度 | 2012 |
| 要旨 | This paper presents experimental responses of 2/5 scale three-dimensional reinforced concrete frame with slabs under lateral loads. The specimen was constructed with four columns and two frameworks in both directions to simulate boundary conditions of slab in real building. The damage pattern and lateral resistances of the frames in various inter-story drift angles are investigated considering the contribution of slab. It was found from the test that the slab reinforcements’ participation on the beam strength was almost extended to the whole slab width even in small inter-story drift angles. |
| PDFファイル名 | 034-01-2056.pdf |