| 種別 | 論文 |
| 主題 | 鉄筋コンクリートはりのせん断ひび割れ間隔推定モデルの評価 |
| 副題 | |
| 筆頭著者 | Mohamed ZAKARIA（Hokkaido University） |
| 連名者1 | 上田多門（北海道大学） |
| 連名者2 | Zhimin WU（Dalian University of technology） |
| 連名者3 | Meng LIANG（Dalian University of technology） |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | 鉄筋コンクリート、せん断ひび割れ間隔、せん断ひび割れ幅、せん断補強筋ひずみ、reinforced concrete、shear crack spacing、shear crack width、stirrup strain |
| 巻 | 32 |
| 号 | 2 |
| 先頭ページ | 703 |
| 末尾ページ | 708 |
| 年度 | 2010 |
| 要旨 | An overview of existing shear crack spacing prediction models in reinforced concrete members is presented in this paper. The influential parameters on spacing of shear crack in each model are examined based on the shear cracking behavior clarified by the authors’ previous study [1]. A comprehensive evaluation of these prediction models is carried out by comparing shear crack spacing calculated from the prediction models with those obtained from seven experimental investigations, which shows the necessity of more rational prediction model. |
| PDFファイル名 | 032-01-2118.pdf |