| 種別 | paper |
| 主題 | Lattice Model Analysis in Shear for D-region in RC Structures |
| 副題 | |
| 筆頭著者 | Manakan LERTSAMATTIYAKUL（Tokyo Institute of Technology） |
| 連名者1 | Tomohiro MIKI（Tokyo Institute of Technology） |
| 連名者2 | Junichiro NIWA（Tokyo Institute of Technology） |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | lattice model, D-region in RC structure, high-strength concrete corbel |
| 巻 | 23 |
| 号 | 3 |
| 先頭ページ | 1009 |
| 末尾ページ | 1014 |
| 年度 | 2001 |
| 要旨 | The lattice model, which was developed by Niwa, et al., is considered as a simplified analytical model to clarify the change in shear resisting mechanism of the reinforced concrete beams during the initiation of diagonal cracking to the crushing of the web concrete. This paper demonstrates the possibility of applying the lattice model to analyze the shear resisting capacity of the D-region in RC structures, such as the high-strength concrete corbels. By comparing the analytical results with the 17 high-strength concrete corbels tested by Foster, et al., the analytical results show the satisfactory prediction of shear resisting capacity and failure mode of the corbels. |
| PDFファイル名 | 023-01-3169.pdf |