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Confirmation of Nonlinear Site Response: Case Study from 2003 and 2005 Miyagi-Oki Earthquakes
https://doi.org/10.15083/0000032506
https://doi.org/10.15083/0000032506fde5f775-586b-4663-a455-572d11a160e2
名前 / ファイル | ライセンス | アクション |
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IHO81315.pdf (2.4MB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2016-12-28 | |||||
タイトル | ||||||
タイトル | Confirmation of Nonlinear Site Response: Case Study from 2003 and 2005 Miyagi-Oki Earthquakes | |||||
言語 | en | |||||
言語 | ||||||
言語 | eng | |||||
キーワード | ||||||
主題 | (Linear and Nonlinear) Site Response | |||||
主題Scheme | Other | |||||
キーワード | ||||||
主題 | 2003 and 2005 Miyagi-Oki Earthquakes | |||||
主題Scheme | Other | |||||
キーワード | ||||||
主題 | Strong Shaking | |||||
主題Scheme | Other | |||||
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 | 10.15083/0000032506 | |||||
ID登録タイプ | JaLC | |||||
その他のタイトル | ||||||
その他のタイトル | 非線形サイト特性の抽出: 2003年・2005年宮城沖地震を例にして | |||||
著者 |
Tsuda, Kenicni
× Tsuda, Kenicni× Ralph, J. Archuleta× Jamison, Steidl |
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著者別名 | ||||||
識別子 | 124775 | |||||
識別子Scheme | WEKO | |||||
姓名 | 津田, 健一 | |||||
著者別名 | ||||||
識別子 | 124776 | |||||
識別子Scheme | WEKO | |||||
姓名 | ラルフ, アーチュレータ | |||||
著者別名 | ||||||
識別子 | 124777 | |||||
識別子Scheme | WEKO | |||||
姓名 | ジャミソン, スタイデル | |||||
著者所属 | ||||||
著者所属 | Department of Earth Science and Institute for Crustal Studies, University of California Santa Barbara | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | We have confirmed the nonlinear site response from observed data of the 2003 (Mw7.0) and 2005 (Mw7.2) Miyagi-Oki earthquakes. Both events produced large peak ground accelerations (PGA), suggesting that a nonlinear site response could exist. We calculated the surface site responses for K-NET and KiK-net stations using weak motion data with source and path parameters determined by a spectral inversion of KiK-net borehole records. We compared these site responses to those derived from strong motion data. This comparison suggests that nonlinear site response occurred at many stations. We also did 1D simulations of wave propagation that incorporated soil nonlinearity. The results of the nonlinear simulation agreed better with the observed data at surface than the results of the linear elastic case. | |||||
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 81, 号 3-4, p. 303-307, 発行日 2006 |
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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 | 51.1 | |||||
主題Scheme | NDC | |||||
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 |