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Analysis of Seismic Response Behaviors of Viaduct Crossing A Strike Slip Fault Rupture
http://hdl.handle.net/10458/6596
http://hdl.handle.net/10458/6596962a761a-4a12-4b96-a069-e64211bcf2c7
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
本文 (1.5 MB)
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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 | Analysis of Seismic Response Behaviors of Viaduct Crossing A Strike Slip Fault Rupture | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | eng | |||||
| キーワード | ||||||
| 言語 | en | |||||
| キーワード | seismic wave motions, fault, earthquake response, long bridge | |||||
| 資源タイプ | ||||||
| 資源タイプ | journal article | |||||
| 著者 |
原田, 隆典
× 原田, 隆典× Oho, Koutaku× 野中, 哲也 |
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| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | Because the seismic wave 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 is performed on the basis of the three dimensional model of them. In this paper a three dimensional nonlinear response analysis of viaduct crossing a strike slip fault is performed, and its results are compared for the 3 models of fault-sedimentary layer system. The input seismic wave 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. 1-11, 発行日 2003-12 |
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| 著者版フラグ | ||||||
| 出版タイプ | VoR | |||||
