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"permalink_uri": "http://hdl.handle.net/10258/972", "pubdate": {"attribute_name": "PubDate", "attribute_value": "2012-03-26"}, "publish_date": "2012-03-26", "publish_status": "0", "recid": "6404", "relation": {}, "relation_version_is_last": true, "title": ["消波ブロック積み傾斜堤を対象としたマウンド被覆ブロックの耐波安定性について"], "weko_shared_id": -1}
消波ブロック積み傾斜堤を対象としたマウンド被覆ブロックの耐波安定性について
http://hdl.handle.net/10258/972
http://hdl.handle.net/10258/97298398f38-7784-4627-a123-b326a2209e29
名前 / ファイル | ライセンス | アクション |
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PCEO21_493_2005.pdf (851.1 kB)
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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 | 消波ブロック積み傾斜堤を対象としたマウンド被覆ブロックの耐波安定性について | |||||||||||
タイトル | ||||||||||||
言語 | en | |||||||||||
タイトル | WAVE FORCE AND STABILITY OF MOUND ARMOR BLOCK FOR SLOPING BREAKWATERS | |||||||||||
言語 | ||||||||||||
言語 | jpn | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | mound armor block | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | sloping breakwater | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | stability | |||||||||||
キーワード | ||||||||||||
言語 | en | |||||||||||
主題Scheme | Other | |||||||||||
主題 | model test | |||||||||||
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 |
木村, 克俊
× 木村, 克俊
WEKO
12189
× 佐藤, 岳志× 本間, 剛 |
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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 | Armor block stability for the mound of sloping breakwaters was examined by 2-D model tests. Damage patterns of armor blocks at the mound berm were reproduced by wave force tests. By the action of breaking wave, armor blocks at the offshore side of mound were uplifted by the vertical wave force, and overturned by. the wave induced flow. Based on the stability test results, the stability number of armor blocks was formulated as the function of relative depth, relative mound height and sea bottom slope. Furthermore, the relationship between the damage level and the number of wave action was shown for storm wave conditions exceeding the design wave height. | |||||||||||
言語 | en | |||||||||||
書誌情報 |
ja : 海洋開発論文集 巻 21, p. 493-498, 発行日 2005-07 |
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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.21.493 | ||||||||||||
https://doi.org/10.2208/prooe.21.493 | ||||||||||||
DOI | ||||||||||||
関連タイプ | isIdenticalTo | |||||||||||
識別子タイプ | DOI | |||||||||||
関連識別子 | 10.2208/prooe.21.493 | |||||||||||
論文ID(NAID) | ||||||||||||
関連タイプ | isIdenticalTo | |||||||||||
識別子タイプ | NAID | |||||||||||
関連識別子 | 120003989333 | |||||||||||
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 2005 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 |