| 種別 | 論文 |
| 主題 | Strength of RC Beam-Column Joint in Soft-First Story Where First-Story Columns are Extended Outside |
| 副題 | |
| 筆頭著者 | Sefatullah HALIM（Nagoya Institute of Technology） |
| 連名者1 | 高橋之（名古屋工業大学） |
| 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、L型接合部、beam-column joint、strut-and-tie model、soft-first story、knee joint |
| 巻 | 35 |
| 号 | 2 |
| 先頭ページ | 307 |
| 末尾ページ | 312 |
| 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 outside. The developed models agreed with the observed crack patterns. The developed models were different from those for knee joints in that large struts were extended into the second-story column and the wall panel. Based on the strut-and-tie models new design equations were proposed, where the joint strength is evaluated as the sum of the flexural strengths of the beam and the second-story column. |
| PDFファイル名 | 035-01-2052.pdf |