| 種別 | 論文 |
| 主題 | SEISMIC PERFORMANCE OF UNBONDED POST-TENSIONED PRECAST CONCRETE BEAM-COLUMN CONNECTION |
| 副題 | |
| 筆頭著者 | Do Tien THINH（Yokohama National Universitiy） |
| 連名者1 | 田才晃（横浜国立大学） |
| 連名者2 | 楠浩一（横浜国立大学） |
| 連名者3 | |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | アンボンド、ポストテンション、プレキャストコンクリート、外柱梁接合部、せん断ブラケット、せん断摩擦、unbonded、post-tensioned、precast concrete、exterior connection、shear bracket、shear friction |
| 巻 | 31 |
| 号 | 2 |
| 先頭ページ | 325 |
| 末尾ページ | 330 |
| 年度 | 2009 |
| 要旨 | The aim of this study is to investigate the seismic behavior of unbonded post-tensioned precast concrete beam-column connections with and without shear bracket. Three specimens of exterior connection were designed and tested. The test results of the specimen without shear bracket showed excessive beam slip, and large residual deformation. The specimens with shear bracket expressed very good performance with small residual deformation, almost no slip, fully developed strength. It is concluded that satisfactory seismic performance can be expected from well-designed connection with shear bracket |
| PDFファイル名 | 031-01-2055.pdf |