| 種別 | paper |
| 主題 | Seismic Evaluation of Reinforced Concrete Frame and Wall Structures Predicting Response Displacement |
| 副題 | |
| 筆頭著者 | Dinh Van THUAT （Nagoya Institute of Technology） |
| 連名者1 | Tatsuzo UMENO（Nagoya Institute of Technology） |
| 連名者2 | Toshikatsu ICHINOSE（Nagoya Institute of Technology） |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | Reinforced concrete structure, maximum story response, elastic energy, plastic energy, story shear strength factor, total-collapse mode, story-collapse mode. |
| 巻 | 22 |
| 号 | 3 |
| 先頭ページ | 1411 |
| 末尾ページ | 1416 |
| 年度 | 2000 |
| 要旨 | A method based on the energy concept is proposed in order to predict the maximum story response of reinforced concrete (RC) frame and wall structures when subjected to earthquake ground motions. In the proposed method, the input earthquake energy on the building is expressed in terms of elastic and plastic energies. The elastic energy is determined based on the story shear force-displacement relationship obtained from nonlinear static push-over analysis. The plastic energy is assumed to be composed of two parts associated with mechanism deformation of the structure in total-collapse and story-collapse modes. Two types of RC frame and wall structures having various story strengths are analyzed in order to verify the validity of the proposed method under several earthquake motions. |
| PDFファイル名 | 022-01-3236.pdf |