| 種別 | paper |
| 主題 | Shear Transfer Mechanism of Reinforced Concrete Beams with a Slot at the Beam-end |
| 副題 | |
| 筆頭著者 | Masamichi OHKUBO（Kyushu Institute of Design） |
| 連名者1 | Tadao MATSUOKA（Kyushu Institute of Design） |
| 連名者2 | Tomokazu YOSHIOKA（Kyushu Institute of Design） |
| 連名者3 | Donald L. ANDERSON（University of British Columbia） |
| 連名者4 | |
| 連名者5 | |
| キーワード | Reinforced concrete slotted beam, shear transfer mechanism, cyclic load tests, alternate yielding of bottom beam reinforcement. |
| 巻 | 21 |
| 号 | 3 |
| 先頭ページ | 523 |
| 末尾ページ | 528 |
| 年度 | 1999 |
| 要旨 | Reinforced concrete beams with a narrow vertical slot at the beam-end were tested to examine the shear transfer mechanism at the beam-end region. The narrow slot was installed in the bottom 3/4 of the beam immediately adjacent to the column. The bottom longitudinal reinforcement was continuous through the slot. In this special beam when the bottom is in compression the shear must be transferred through the small section of concrete at the top of the beam which is in tension. Five specimens with the different arrangements of shear reinforcement were designed and tested. The results show which arrangement of reinforcement gives good shear transfer. |
| PDFファイル名 | 021-01-3088.pdf |