アンカーボルトを多数配列したノンスリップ型露出柱脚の復元力特性 : 無軸力下の場合のセルフセンタリング性能
スポンサーリンク
概要
- 論文の詳細を見る
Steel buildings generally use anchor-bolt-yield-type exposed column-bases. These column-bases show slip-type restoring force characteristics, and the cyclic behavior of column-bases with multi-rows of anchor-bolts becomes very complicated. The authors have proposed non-slip-type column-bases using a wedge device to minimize slip. This paper describes an experimental study on both non-slip-type and slip-type column-bases subjected to cyclic loadings for comparison with models of restoring force characteristics proposed by the authors. The following observations were made: 1) The non-slip-type column-bases showed no slip behavior. 2) The non-slip-type column-bases with multi-rows of anchor bolts provided self-centering performance. 3) The slip-type column-bases with multi-rows of anchor bolts showed complicated cyclic curves. However, the cyclic behavior of the non-slip-type column-bases was very simple.
- 2007-11-30
論文 | ランダム
- 放射性ヨード標識metaiodobenzylguanidineによる心筋交感神経イメージングに関する研究
- Photoinduced Metallic Properties of One-Dimensional Strongly Correlated Electron Systems(Condensed Matter : Electronic Structure, Electrical, Magnetic and Optical Properties)
- ウェイトリフティング--プログラムデザイン(第2部)
- Mechanism of Ambipolar Field-Effect Carrier Injections in One-Dimensional Mott Insulators(Condensed Matter : Electronic Structure, Electrical, Magnetic and Optical Properties)
- ウェイトリフティング--その概要(第1部)