| 種別 | Paper |
| 主題 | Damage of Reinforced Concrete Frame Structures during the Iran-Qayen(Ardakul) Earthquake of May 10,1997 |
| 副題 | |
| 筆頭著者 | Reza ALAGHEBANDIAN（The University of Tokyo） |
| 連名者1 | Hitoshi SIOHARA（The University of Tokyo） |
| 連名者2 | Shunsuke OTANI（The University of Tokyo） |
| 連名者3 | |
| 連名者4 | |
| 連名者5 | |
| キーワード | investigation,earthquake,response,nonlinear analysis,damage,collapse |
| 巻 | 20 |
| 号 | 3 |
| 先頭ページ | 43 |
| 末尾ページ | 48 |
| 年度 | 1998 |
| 要旨 | A large number of engineered as well as non-engineered buildings were severely damaged and collapsed during a magnitude 7.1 earthquake in Iran. This paper reports the damage on R/C frame structures and describes their possible causes. It is revealed that most of the R/C framed structures suffered damages due to the lack of seismic resistance design practices and poor reinforcement detailing. Results of nonlinear earthquake response analysis of a typical damaged building showed that the degree of damages could greatly decrease with a proper earthquake resistance design and reinforcement detailing. |
| PDFファイル名 | 020-01-3008.pdf |