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小泉大橋の津波被害再現解析
http://hdl.handle.net/10458/6370
http://hdl.handle.net/10458/6370ec5e98b9-be37-4e0d-a6f3-3583d7ead750
名前 / ファイル | ライセンス | アクション |
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本文 (4.0 MB)
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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 | 小泉大橋の津波被害再現解析 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Tsunami Damage Simulation of KOIZUMI Bridge | |||||
言語 | ||||||
言語 | eng | |||||
資源タイプ | ||||||
資源タイプ | journal article | |||||
著者 |
本橋, 英樹
× 本橋, 英樹× 菅付, 紘一× 野中, 哲也× 川崎, 浩司× 原田, 隆典× 本橋, 英樹× 菅付, 紘一× Kawasaki, Koji× Harada, Tanori |
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抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | After the 2011 Great East Japan Earthquake. it is becoming important to consider the reappearance of tsunami damage by the fluid dinamics numerical analysis. Also, .the tsunami three-dimensional simulation is being received much attention. However, practial applications of the three-dimensional fluid numerical analysis in the tsunami simulation have not been investigated yet. therefore the purpose of this study is to propose the three-dimensional simulation method of a large domain using the method which combined analisis and three-dimensional analysis. Moreover, this method is applied to the Koizumi bridge area whitch suffered a great deal of damage. | |||||
書誌情報 |
土木学会論文集 B2 巻 69(2), p. I_831-I_835, 発行日 2013 |
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著者版フラグ | ||||||
出版タイプ | VoR |