| 種別 | Paper |
| 主題 | Influences of the Position of the Inflexure Points on the Ultimate Shear Capacity of Indeterminate Reinforced Concrete Beams |
| 副題 | |
| 筆頭著者 | Taweep CHAISOMPHOB （Thammasat University） |
| 連名者1 | Yukio AOYAGI （Central Research Institute Institute of Electric Power Industry） |
| 連名者2 | Rahman Md. MAHMUDUR （Asian Institute of Technology） |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | shear,inflexure point,reinforced concrete beam,estimation of ultimate shear capacity, indeterminacy |
| 巻 | 18 |
| 号 | 2 |
| 先頭ページ | 653 |
| 末尾ページ | 658 |
| 年度 | 1996 |
| 要旨 | This paper summarizes the test results of reinforced concrete indeterminate beams without shear reinforcements with the different values of shear-span-to-depth ratios. It was found that, due to the combined effects of the inflexure points and the indeterminacy, there were the increases of the ultimate shear capacity of the indeterminate beams compared with that of the determinate beams. Finally, the comparison between the test results and the estimated values of the ultimate shear capacity by the different practical design formula was discussed. |
| PDFファイル名 | 018-01-2108.pdf |