| 種別 | 論文 |
| 主題 | Flexural Performance of PCa Beams with Various Connections under Reversed Cyclic Loading |
| 副題 | |
| 筆頭著者 | 黄丞佑（東京工業大学） |
| 連名者1 | 高松芳徳（道路プレキャストコンクリート製品技術協会） |
| 連名者2 | 大窪一正（東京工業大学） |
| 連名者3 | 二羽淳一郎（東京工業大学） |
| 連名者4 | |
| 連名者5 | |
| キーワード | cyclic loading、flexural performance、mechanical joints、PCa beam、PC接合、prestressing force、プレキャスト梁、曲げ耐荷性能、機械式継手、正負交番繰返し載荷 |
| 巻 | 41 |
| 号 | 2 |
| 先頭ページ | 649 |
| 末尾ページ | 654 |
| 年度 | 2019 |
| 要旨 | This paper discusses the flexural performance of precast (PCa) concrete beams under reversed cyclic loading. Static cyclic loading tests were conducted on PCa beams with different connections. The experimental parameters were types of connections, location of interface and vertical position of joints between PCa segments. The results reveal that crack distribution, opening at interface and flexural capacity were affected by the type of joints. Moreover, the failure of PCa beams was affected by these parameters as well. |
| PDFファイル名 | 041-01-2109.pdf |