| 種別 | 論文 |
| 主題 | STRENGTH OF RC BEAM-COLUMN JOINT IN SOFT-FIRST STORY WHERE FIRST-STORY COLUMN EXTENDED INSIDE |
| 副題 | |
| 筆頭著者 | 高橋之（名古屋工業大学） |
| 連名者1 | Sefatullah HALIM（Nagoya Institute of Technology） |
| 連名者2 | 市之瀬敏勝（名古屋工業大学） |
| 連名者3 | 勅使川原正臣（名古屋大学） |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | 柱梁接合部、ストラット-タイモデル、ピロティ、外部接合部、壁板、beam-column joint、strut-and-tie model、soft-first story、exterior joint、wall panel |
| 巻 | 35 |
| 号 | 2 |
| 先頭ページ | 313 |
| 末尾ページ | 318 |
| 年度 | 2013 |
| 要旨 | Strut-and-tie models were developed for beam-column joint in soft-first story where first-story columns were extended toward inside. The developed models were different from those for exterior joints in two points: (1) the sign of the shear force in the first-story column was opposite to that in the second-story column and (2) large struts were extended into the wall panel. The diagonal reinforcement was effective to the closing load because it prevented the compressive failure of the concrete in the wall panel. Based on the strut-and-tie models new design equations were proposed. |
| PDFファイル名 | 035-01-2053.pdf |