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シマザキ カズシ
Shimazaki Kazushi 島﨑 和司 所属 神奈川大学 建築学部 建築学科 神奈川大学大学院 工学研究科 建築学専攻 職種 教授 |
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| 言語種別 | 日本語 |
| 発行・発表の年月 | 2013/09 |
| 形態種別 | 学術雑誌 |
| 査読 | 査読あり |
| 標題 | 粘弾性壁型制震ダンパーのRC根巻き型構造取り付け部の検討 スタッド接合形式の耐力の検討 |
| 執筆形態 | 共著 |
| 掲載誌名 | 日本建築学会構造系論文集 |
| 巻・号・頁 | (第691号),1641-1648頁 |
| 著者・共著者 | 島崎和司，戸澤正美，宮﨑裕一，濱智貴 |
| 概要 | For the demand to improve the safety and livability of the high-rise building, the wall-type viscoelastic damper has been come into practical use. For applying to high-rise RC structure, it is conceivable to use the connection system encased by RC bases. An experimental study is carried out to obtain the design data of this connection system for performance evaluation. Sundry strength is investigated and it is showed as the conclusion, the allowable strength should be less than the strength calculated from allowable stud strength, or the value obtained by dividing the safety factor of the ultimate strength after cracking. |
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