WEKO3
アイテム
Effect of Infill Masonry Walls on the Seismic Response of Reinforced Concrete Buildings Subjected to the 2003 Bam Earthquake Strong Motion : A Case Study of Bam Telephone Center
https://doi.org/10.15083/0000032545
https://doi.org/10.15083/000003254540be5728-ec18-442b-b5cf-71dc2bf7a2f8
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
IHO79309.pdf (3.7MB)
|
|
| Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2007-04-23 | |||||
| タイトル | ||||||
| タイトル | Effect of Infill Masonry Walls on the Seismic Response of Reinforced Concrete Buildings Subjected to the 2003 Bam Earthquake Strong Motion : A Case Study of Bam Telephone Center | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | eng | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | Bam earthquake reinforced concrete building | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | nonlinear analysis | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | time-history analysis | |||||
| キーワード | ||||||
| 主題Scheme | Other | |||||
| 主題 | and masonry infill wall | |||||
| 資源タイプ | ||||||
| 資源 | http://purl.org/coar/resource_type/c_6501 | |||||
| タイプ | departmental bulletin paper | |||||
| ID登録 | ||||||
| ID登録 | 10.15083/0000032545 | |||||
| ID登録タイプ | JaLC | |||||
| その他のタイトル | ||||||
| その他のタイトル | 2003年バム地震による鉄筋コンクリート建物の応答に対する組積造壁の効果 : バム電話局の解析例 | |||||
| 著者 |
Hossein, Mostafaei
× Hossein, Mostafaei× Kabeyasawa, Toshimi |
|||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 125538 | |||||
| 姓名 | ホセイン, モスタファイ | |||||
| 著者別名 | ||||||
| 識別子Scheme | WEKO | |||||
| 識別子 | 125539 | |||||
| 姓名 | 壁谷澤, 寿海 | |||||
| 著者所属 | ||||||
| 著者所属 | Earthquake Research Institute, The University of Tokyo | |||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | The Bam telephone center building, with a nonsymmetrical reinforced concrete momentresisting frame structure, is located about 1.5km northeast of the 2003 Bam earthquake strong motion station. Based on post-earthquake damage assessment results, almost no residual deformations or cracks were observed in the structural elements of the building. However, assuming the designed base shear coeffcient of the structure, nonlinear responses were expected due to the earthquake. Hence, to obtain an analytical answer for the almost linear performance of the building, 3-dimensional nonlinear time history analyses were carried out for north-south and east-west recorded strong motions. The response simulations were performed for different categories of bare frame and infilled frame. An approach was developed to model masonry infill walls with or without openings. The results of the analyses were compared to damage and residual cracks observed on the masonry infill walls. Reasonable correlations were obtained between analytical and observed results. It may be concluded that the presence of masonry infill walls is the main reason for the nearly linear responses of the Bam telephone center building during the earthquake. | |||||
| 書誌情報 |
東京大學地震研究所彙報 = Bulletin of the Earthquake Research Institute, University of Tokyo 巻 79, 号 3-4, p. 133-156, 発行日 2004 |
|||||
| ISSN | ||||||
| 収録物識別子タイプ | ISSN | |||||
| 収録物識別子 | 00408972 | |||||
| 書誌レコードID | ||||||
| 収録物識別子タイプ | NCID | |||||
| 収録物識別子 | AN00162258 | |||||
| フォーマット | ||||||
| 内容記述タイプ | Other | |||||
| 内容記述 | application/pdf | |||||
| 日本十進分類法 | ||||||
| 主題Scheme | NDC | |||||
| 主題 | 51.1 | |||||
| 出版者 | ||||||
| 出版者 | 東京大学地震研究所 | |||||
| 出版者別名 | ||||||
| Earthquake Research Institute, University of Tokyo | ||||||
