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リーフ上に架設された橋梁に作用する波力特性に関する検討
http://hdl.handle.net/10258/970
http://hdl.handle.net/10258/9706ab0c85b-c9a2-45d8-ae50-1c8d2bb20d93
名前 / ファイル | ライセンス | アクション |
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PCEO24_957_2008.pdf (4.2 MB)
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Item type | 学術雑誌論文 / Journal Article.(1) | |||||||||||
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公開日 | 2012-03-26 | |||||||||||
タイトル | ||||||||||||
言語 | ja | |||||||||||
タイトル | リーフ上に架設された橋梁に作用する波力特性に関する検討 | |||||||||||
タイトル | ||||||||||||
言語 | en | |||||||||||
タイトル | WAVE FORCE ON PIER AND GIRDER OF CONCRETE BRIDGE CONSTRUCTED ON REEF | |||||||||||
言語 | ||||||||||||
言語 | jpn | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | Concrete bridge | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | Wave force, Reef | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | Hydraulic model test | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | Numerical calculation | |||||||||||
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 | |||||||||||
アクセス権 | ||||||||||||
アクセス権 | open access | |||||||||||
アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||||||||
著者 |
渡辺, 元
× 渡辺, 元× 木村, 克俊
WEKO
12189
× 山本, 泰司× 名越, 隆雄× 清水, 敏明 |
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室蘭工業大学研究者データベースへのリンク | ||||||||||||
木村 克俊(KIMURA Katsutoshi) | ||||||||||||
http://rdsoran.muroran-it.ac.jp/html/100000045_ja.html | ||||||||||||
抄録 | ||||||||||||
内容記述タイプ | Abstract | |||||||||||
内容記述 | Two-dimensional hydraulic model tests and numerical calculations were conducted to reveal the stability of concrete bridge on reef against storm waves. The characteristics of standing wave were examined for different reef conditions by the numerical calculation with CADMAS-SURF. Based on the numerical test results, the patterns of wave run-up were disclosed for several reef conditions. The bridge girder failure at Ohmori Coast, Kamoenai, Hokkaido in 2004 was predominant at the loop of standing wave condition, and the same damage pattern was confirmed by the wave force tests. The characteristics of horizontal wave force on bridge pier were also studied to be critical at the node of the standing wave. | |||||||||||
言語 | en | |||||||||||
書誌情報 |
ja : 海洋開発論文集 巻 24, p. 957-962, 発行日 2008-07 |
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出版者 | ||||||||||||
言語 | ja | |||||||||||
出版者 | 土木学会 | |||||||||||
出版者版へのリンク | ||||||||||||
10.2208/prooe.24.957 | ||||||||||||
https://doi.org/10.2208/prooe.24.957 | ||||||||||||
DOI | ||||||||||||
関連タイプ | isIdenticalTo | |||||||||||
識別子タイプ | DOI | |||||||||||
関連識別子 | 10.2208/prooe.24.957 | |||||||||||
論文ID(NAID) | ||||||||||||
関連タイプ | isIdenticalTo | |||||||||||
識別子タイプ | NAID | |||||||||||
関連識別子 | 130003950943 | |||||||||||
日本十進分類法 | ||||||||||||
主題Scheme | NDC | |||||||||||
主題 | 510 | |||||||||||
ISSN | ||||||||||||
収録物識別子タイプ | PISSN | |||||||||||
収録物識別子 | 09127348 | |||||||||||
書誌レコードID | ||||||||||||
収録物識別子タイプ | NCID | |||||||||||
収録物識別子 | AN10061494 | |||||||||||
権利 | ||||||||||||
言語 | ja | |||||||||||
権利情報 | Copyright 2008 土木学会 ダウンロードを含むこの著作物の利用は、著作権法の私的使用及び引用の範囲に限り認められます。その範囲外の利用については、土木学会の承諾が必要です。 | |||||||||||
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 | |||||||||||
フォーマット | ||||||||||||
内容記述タイプ | Other | |||||||||||
内容記述 | application/pdf |