| 種別 | Paper |
| 主題 | Seismic Displacement of Reinforced Concrete Frame with Bedm-yielding Mechanism |
| 副題 | |
| 筆頭著者 | Shunsuke OTANI（University of Tokyo） |
| 連名者1 | Lieping YE（Tsinghua University,Bejing,China） |
| 連名者2 | |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | reinforced concrete, frame, seismic, displacement, design |
| 巻 | 20 |
| 号 | 3 |
| 先頭ページ | 1093 |
| 末尾ページ | 1098 |
| 年度 | 1998 |
| 要旨 | Elastic and inelastic dynamic analysis methods were used to calculate displacement of a 12-story reinforced concrete frame which was designed to form the beam-yielding mechanism under earthquake motions. The results suggested that inelastic maximum displacement and story drift of the beam-yielding frame structure under different intensity earthquake motions can be estimated by an elastic response analysis method. |
| PDFファイル名 | 020-01-3183.pdf |