| 種別 | 論文 |
| 主題 | Shear Force-Relative Displacement Relationships of L-shape Shear Connector Subjected to Strut Compressive Force |
| 副題 | |
| 筆頭著者 | Soty ROS（Kochi University of Technology） |
| 連名者1 | 島弘（高知工科大学） |
| 連名者2 | |
| 連名者3 | |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | L形鋼シアコネクタ、終局せん断耐力、終局変位、L-shape shear connector、ultimate shear capacity、ultimate relative displacement |
| 巻 | 33 |
| 号 | 2 |
| 先頭ページ | 1219 |
| 末尾ページ | 1224 |
| 年度 | 2011 |
| 要旨 | This study investigates the relationships between shear force and relative displacement of L-shape shear connector by means of beam type test method. Based on experimental results, an equation to predict the ultimate shear capacity of L-shape shear connector at split failure occurrence was devel-oped. Moreover, an equation for the enveloped curve of shear force-relative displacement relationship of the shear connector was proposed. The ultimate relative displacement was found to be approximately 0.02 times the height of the shear connector regardless of strut angle and concrete strength. |
| PDFファイル名 | 033-01-2204.pdf |