ダウンロード数: 257
このアイテムのファイル:
| ファイル | 記述 | サイズ | フォーマット | |
|---|---|---|---|---|
| j.nucengdes.2014.03.023.pdf | 2.24 MB | Adobe PDF | 見る/開く |
| タイトル: | A new interpretation of large amplitude earthquake acceleration from non-linear local soil-structure interaction |
| 著者: | Kojima, Kotaro Kamagata, Shuichi Takewaki, Izuru   https://orcid.org/0000-0002-5673-2409 (unconfirmed) |
| 著者名の別形: | 竹脇, 出 |
| キーワード: | large amplitude acceleration support condition non-linear interaction embedded building surrounding soil gap-slip process Ricker wavelet continuous sweep sinusoidal wave non-stationary Fourier spectra nuclear power station |
| 発行日: | 1-Jul-2014 |
| 出版者: | Elsevier B.V. |
| 誌名: | Nuclear Engineering and Design |
| 巻: | 273 |
| 開始ページ: | 271 |
| 終了ページ: | 287 |
| 抄録: | A new interpretation of large amplitude earthquake accelerations recorded at the Kashiwazaki-Kariwa nuclear power station during the Niigata-ken Chuetsu-oki earthquake in 2007 is provided from the viewpoint of non-linear local interaction between an embedded building and its surrounding soil. An occurrence mechanism is investigated by the dynamic response analysis in which a bi-linear restoring-force characteristic with a gap-slip process is used. The Ricker wavelet and the continuous sweep sinusoidal wave are adopted as an input. The amplification is explained to be induced by an additional higher mode due to the change of a support condition, such as a gap between an embedded building and its surrounding soil. |
| 著作権等: | © 2014 Elsevier B.V. This is not the published version. Please cite only the published version. この論文は出版社版でありません。引用の際には出版社版をご確認ご利用ください。 |
| URI: | http://hdl.handle.net/2433/187779 |
| DOI(出版社版): | 10.1016/j.nucengdes.2014.03.023 |
| 出現コレクション: | 学術雑誌掲載論文等 |
このリポジトリに保管されているアイテムはすべて著作権により保護されています。