| 種別 | paper |
| 主題 | Inelastic Seismic Response of Exisiting Reinforced Cocrete Wall Buildings |
| 副題 | |
| 筆頭著者 | Dinh Van THUAT（Nagoya Institute of Technology） |
| 連名者1 | Toshikatsu ICHINOSE（Nagoya Institute of Technology） |
| 連名者2 | Hisashi UMEMURA（Nagoya Institute of Technology） |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | reinforced concrete wall building, plastic energy, story-shear-safety factor, total-collapse, story-collapse, story response displacement. |
| 巻 | 23 |
| 号 | 3 |
| 先頭ページ | 1099 |
| 末尾ページ | 1104 |
| 年度 | 2001 |
| 要旨 | The response of existing RC wall buildings to future earthquake ground shaking is studied in terms of dissipating energies associated with collapse mechanism. For this purpose, reinforced concrete (RC) wall structures with various story strengths are analyzed by nonlinear timehistory analyses under three ground motion records and a number of their phase-variation-based generations by wavelet transform. A story-shear-safety factor is introduced to distinguish between total-collapse and story-collapse mechanisms of structures and to investigate height-wise distribution of plastic energy. In addition, an equation is developed to estimate story response displacement under any level of future earthquake ground motion. |
| PDFファイル名 | 023-01-3184.pdf |