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横ずれ断層近傍における連続高架橋の地震応答特性
http://hdl.handle.net/10458/6480
http://hdl.handle.net/10458/64803c65e959-96fb-4251-9ece-9264dbeedfd1
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
本文 (600.6 kB)
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| Item type | 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 | 横ずれ断層近傍における連続高架橋の地震応答特性 | |||||
| 言語 | ja | |||||
| タイトル | ||||||
| タイトル | Seismic response characteristics of a continuous viaduct near a strik slip fault | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | jpn | |||||
| キーワード | ||||||
| 言語 | en | |||||
| キーワード | earthquake ground motions, kinematic source model, vortex of seismic wave, earthquake response, continuous bridge | |||||
| 資源タイプ | ||||||
| 資源タイプ | journal article | |||||
| 著者 |
原田, 隆典
× 原田, 隆典× 野中, 哲也 |
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| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | Because the earthquake 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, continuous viduct, is performed on the basis of three dimensional model of them. In this paper a three dimensional nonlinear rensponse analysis of viaduct near a strike slip fault is performed,and its results are compared with those of the two dimensional model. The input earthquake ground motions are simulated by a stiffiness matrices based formulation of seismic waves in stratified media with an extended seismic source. | |||||
| 書誌情報 |
構造工学論文集 巻 47A, p. 843-849, 発行日 2001-03 |
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| 著者版フラグ | ||||||
| 出版タイプ | VoR | |||||
