| 種別 | 論文 |
| 主題 | THE SIMPLIFIED TRUSS MODEL FOR EVALUATING SHEAR CARRYING CAPACITY OF PRESTRESSED CONCRETE BEAMS |
| 副題 | |
| 筆頭著者 | Manakan LERTSAMATTIYAKUL（東京工業大学） |
| 連名者1 | 二羽淳一郎（東京工業大学） |
| 連名者2 | 田村聖（ドーピー建設工業） |
| 連名者3 | 濱田譲（ドーピー建設工業） |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | せん断補強筋のないプレストレスコンクリートスレンダービーム、せん断耐力、簡易化したトラスモデル、D領域、PC slender beams without transverse reinforcement、shear carrying capacity、simplified truss model、D-region |
| 巻 | 25 |
| 号 | 2 |
| 先頭ページ | 757 |
| 末尾ページ | 762 |
| 年度 | 2003 |
| 要旨 | In this study, the simple method based on the truss model analysis for evaluating the shear carrying capacity of PC slender beams without transverse reinforcement failed in shear compression mode is proposed.The simplified truss model includes the consideration of D-region due to the applied load and supports. For simplicity, the summation of the resistance at the ultimate stage due to the main arch menber and the resistance due to the effect of prestressing force is assessed as the shear carrying capacity of beams. Based on this approach, the shear carrying capacity of PC slender beams without transverse reinforcement can be easily predicted with the satisfactory accuracy. |
| PDFファイル名 | 025-01-2127.pdf |