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2004年インド洋津波におけるスマトラ島北西部沿岸の被災橋梁に関する数値計算
https://doi.org/10.24517/00065073
https://doi.org/10.24517/00065073077fc720-a3ff-4fbf-803e-f03556493c5d
名前 / ファイル | ライセンス | アクション |
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TE-PR-MIYAJIMA-M-65_311.pdf (1.6 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2022-01-28 | |||||
タイトル | ||||||
タイトル | 2004年インド洋津波におけるスマトラ島北西部沿岸の被災橋梁に関する数値計算 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Numerical Calculation of 2004 Indian Ocean Tsunami around the Damaged Bridges in the Northwest Coast of Sumatra Island | |||||
言語 | ||||||
言語 | jpn | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | journal article | |||||
ID登録 | ||||||
ID登録 | 10.24517/00065073 | |||||
ID登録タイプ | JaLC | |||||
著者 |
鴫原, 良典
× 鴫原, 良典× 藤間, 功司× 幸左, 賢二× 廣岡, 明彦× 二井, 伸一× 庄司, 学× 宮島, 昌克× 小野, 祐貴 |
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著者別表示 |
Shigahara, Yoshinori
× Shigahara, Yoshinori× Fujima, Koji× Kosa, Kenji× Hiro-oka, Akihiko× Nii, Shinichi× Shoji, Gaku× Miyajima, Masakatsu× Ono, Yusuke |
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提供者所属 | ||||||
内容記述タイプ | Other | |||||
内容記述 | 金沢大学理工研究域地球社会基盤学系 | |||||
書誌情報 |
土木学会論文集B2(海岸工学) en : Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering) 巻 65, 号 1, p. 311-315, 発行日 2009 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 1884-2399 | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 1883-8944 | |||||
NCID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AA12508551 | |||||
DOI | ||||||
関連タイプ | isIdenticalTo | |||||
識別子タイプ | DOI | |||||
関連識別子 | 10.2208/kaigan.65.311 | |||||
出版者 | ||||||
出版者 | 土木学会 Japan Society of Civil Engineers | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | The survey result reported that Kr. Ritting Bridge suffered no damages although the tsunami was very high, while Lueng Ie Bridge slid approximately 3m although the tsunami was small. We conducted several field investigations around Northwest coast of Sumatra, and the surveys made the detailed numerical simulation around a structure possible. Our numerical simulation showed that the flow velocity at Lueng Ie Bridge was larger than that of Kr. Ritting Bridge. In order to understand whether the girder slide occurred or not, we defined a Safety Factor (S.F.). S.F. of Kr. Ritting Bridge was big enough, and that of Lueng Ie Bridge was small. Hence there was possibility that Lueng Ie Bridge was slide because the horizontal wave force exceeded the resistant force. | |||||
権利 | ||||||
権利情報 | Copyright © 土木学会 Japan Society of Civil Engineers | |||||
著者版フラグ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
関連URI | ||||||
識別子タイプ | URI | |||||
関連識別子 | https://www.jstage.jst.go.jp/browse/kaigan/-char/ja | |||||
関連名称 | https://www.jstage.jst.go.jp/browse/kaigan/-char/ja | |||||
関連URI | ||||||
識別子タイプ | URI | |||||
関連識別子 | http://www.jsce.or.jp/ | |||||
関連名称 | http://www.jsce.or.jp/ |