| 種別 | Paper |
| 主題 | A Study on the Resistance Mechanism of Spliced Bar Joints for Precast Concrete Shear Walls |
| 副題 | |
| 筆頭著者 | Jose Caringal ADAJAR（University of Tsukuba） |
| 連名者1 | Teruaki YAMAGUCHI（Kabuki Construction） |
| 連名者2 | Hiroshi IMAI（University of Tsukuba） |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | winding pipe,grout,spiral steel,precast shear wall,lapped bar,tensile load,bond stress,concrete confinement,pipe bond failure,direct pullout |
| 巻 | 18 |
| 号 | 2 |
| 先頭ページ | 923 |
| 末尾ページ | 928 |
| 年度 | 1996 |
| 要旨 | Pullout tests of 90 spliced bar joints for precat walls were conducted. Actual contributions of spiral steel and concrete confinement to the maximum tensile load and to the pipe bond resistance are obtained. Based on the values of tensile loads and strains on main bar, lapped bar and spiral steel, the step-by-step processes of failure of the bar connection under tension are discussed. |
| PDFファイル名 | 018-01-2153.pdf |