| 種別 | Paper |
| 主題 | Improvement of Structural Performance by Optimal Shape Design Using Steel Fiber Reinforced Concrete |
| 副題 | |
| 筆頭著者 | Kai-Lin HSU（University of Tokyo） |
| 連名者1 | Taketo UOMOTO（University of Tokyo） |
| 連名者2 | |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | optimal shape design, biological-growth strain method, steel fiber reinforced concrete, toughness |
| 巻 | 19 |
| 号 | 2 |
| 先頭ページ | 1515 |
| 末尾ページ | 1520 |
| 年度 | 1997 |
| 要旨 | According to the state-of-art development of researches on structural optimization related to the civil structures, it is indirectly revealed that a really optimized structure should be not only emphasized on optimizing their structural configuration, topology and geometry (macroscopic approach) but also on strengthening the constituent material (microscopic approach). Thus, this study was motivated to investigate the possibility of the structural optimization by considering the variation on structural shape and the steel fiber volume on SFRC structures. By experimental observations, the possibility and necessity of the structural optimization by the both approaches were verified. |
| PDFファイル名 | 019-01-2249.pdf |