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Kinematic Response Analysis Of Steel Pipeline Near A Fault
http://hdl.handle.net/10458/6595
http://hdl.handle.net/10458/6595570a5729-591e-4d91-8ea1-2e9cdd0e301b
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
本文 (790.2 kB)
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| アイテムタイプ | 学術雑誌論文 / Journal Article(1) | |||||
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| 公開日 | 2020-06-21 | |||||
| タイトル | ||||||
| タイトル | Kinematic Response Analysis Of Steel Pipeline Near A Fault | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | eng | |||||
| キーワード | ||||||
| 言語 | en | |||||
| キーワード | earthquake ground motions, kinematical seismic source model, dynamic response, buried pipeline | |||||
| 資源タイプ | ||||||
| 資源タイプ | journal article | |||||
| 著者 |
原田, 隆典
× 原田, 隆典 |
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| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | Because the eathquake ground motions near a fault are quite complex in time and space by showing the vortexes of waves, it may be considered to be appropriate that a response analysis of long structures, for example, buried pipeline, is performed on the basis of three dimensional model. In this paper a three dimensional nonlinear response analysis of buried pipeline near a strike slip fault is performed, and its results are compared with those of the static analysis where the permanent ground deformations near a fault are subjected to the pipeline. The input earthquake ground motions are simulated by a stiffness matrices based formulation of seismic waves in stratified media with an extended seismic source. | |||||
| 書誌情報 |
Joint Workshop on US-Japan Cooperative Research in Urban Earthquake p. 13-18, 発行日 2003-01 |
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| 著者版フラグ | ||||||
| 出版タイプ | VoR | |||||
