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フジイ ケンジ
Kenji Fujii
藤井 賢志 所属 千葉工業大学 創造工学部 建築学科 千葉工業大学 工学研究科 工学専攻 千葉工業大学 創造工学研究科 建築学専攻 職種 教授 |
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| 言語種別 | 英語 |
| 発行・発表の年月 | 2018/01 |
| 形態種別 | 学術雑誌 |
| 査読 | 査読あり |
| 招待論文 | 招待あり |
| 標題 | Prediction of the peak seismic response of asymmetric buildings under bidirectional horizontal ground motion using equivalent SDOF model |
| 執筆形態 | 単著 |
| 掲載誌名 | JAPAN Architectural Review |
| 掲載区分 | 国外 |
| 出版社・発行元 | Architectural Institute of JAPAN |
| 巻・号・頁 | 1(1),pp.29-43 |
| 著者・共著者 | Kenji Fujii |
| 概要 | The applicability of a simplified procedure, namely mode-adaptive bidirectional pushover analysis (MABPA), to the prediction of the non-linear peak response of a multistory asymmetric building subjected to bidirectional excitation is discussed.The results show that MABPA predicts the peak response displacement of only the torsionally stiff (TS) asymmetric buildings satisfactorily. Therefore, MABPA should be considered applicable only to TS buildings. The applicability of MABPA to a given asymmetric building may be evaluated by using the torsional indices of the first 3 modes. |
| DOI | 10.1002/2475-8876.1007 |