| 種別 | 論文 |
| 主題 | Response Prediction and Experimental Results of a One-Bay Reinforced Concrete Frame |
| 副題 | |
| 筆頭著者 | Hossein MOSTAFAEI（東京大学） |
| 連名者1 | 壁谷澤寿海（東京大学） |
| 連名者2 | 棟安敦史（東京大学） |
| 連名者3 | 真田靖士（東京大学） |
| 連名者4 | |
| 連名者5〜 | |
| キーワード | Axial-shear-flexure interaction、displacement-based analysis、shear and flexure failures、experimental study、frame structure、axial deformation、ultimate drift ratio、Axial-shear-flexure interaction、displacement-based analysis、shear and flexure failures、experimental study、frame structure、axial deformation、ultimate drift ratio |
| 巻 | 28 |
| 号 | 2 |
| 先頭ページ | 229 |
| 末尾ページ | 234 |
| 年度 | 2006 |
| 要旨 | A one-bay reinforced concrete frame was tested under varying axial load and cyclic lateral loads. Prediction of the test results was implemented prior to the test. A flexure response was predicted applying Axial-Shear-Flexure Interaction (ASFI) method. Based on ACI and AIJ equations, a shear failure was estimated for the frame response. However, experimental results verified estimated performance by ASFI method. Considering an effective length for the columns, a satisfactory correlation was obtained for both analytical and test data. |
| PDFファイル名 | 028-01-2039.pdf |