{"created":"2023-06-19T10:30:08.017327+00:00","id":10314,"links":{},"metadata":{"_buckets":{"deposit":"cf37f87b-5f4d-4042-b00b-679e38f8fcb4"},"_deposit":{"created_by":18,"id":"10314","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"10314"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00010314","sets":["216:408:279","46"]},"author_link":["57980","57979","12189","43929"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2018","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"I_36","bibliographicPageStart":"I_31","bibliographicVolumeNumber":"74","bibliographic_titles":[{"bibliographic_title":"土木学会論文集B3(海洋開発)","bibliographic_titleLang":"ja"}]}]},"item_79_description_23":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_79_description_7":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"急斜面に続くリーフ地形上に位置するM島のK漁港において2009年に発生した高波被害事例について分析するとともに,その状況を縮尺1/50の不規則波を用いた2次元水理模型実験により再現した.その結果,護岸背後のエプロン部に陥没被害が生じた際の越波流量は1.0×10-2 m3/m/sとなった.消波ブロックについては,巻き波砕波の作用による移動のメカニズムを明らかにするとともに,波数と被災度の関係を示した.勾配1/7の条件に対して波数3000波で被災度1.0を基準として有義波高と安定限界質量の関係を求め,リーフ幅に対応したハドソン式の補正係数を提案した.さらに,改良工法として天端の嵩上による越波低減効果を明らかにするとともに,現状の20t型消波ブロックに代わって80t型消波ブロックを用いる必要があることを示した.","subitem_description_language":"ja","subitem_description_type":"Abstract"}]},"item_79_link_17":{"attribute_name":"出版者版へのリンク","attribute_value_mlt":[{"subitem_link_text":"10.2208/jscejoe.74.I_31","subitem_link_url":"https://doi.org/10.2208/jscejoe.74.I_31"}]},"item_79_link_5":{"attribute_name":"室蘭工業大学研究者データベースへのリンク","attribute_value_mlt":[{"subitem_link_text":"木村 克俊(KIMURA Katsutoshi)","subitem_link_url":"http://rdsoran.muroran-it.ac.jp/html/100000045_ja.html"}]},"item_79_publisher_11":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会","subitem_publisher_language":"ja"}]},"item_79_relation_18":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.2208/jscejoe.74.I_31","subitem_relation_type_select":"DOI"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"© 2018 土木学会","subitem_rights_language":"ja"}]},"item_79_source_id_12":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"2185-4688","subitem_source_identifier_type":"EISSN"}]},"item_79_subject_9":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"517","subitem_subject_scheme":"NDC"}]},"item_79_version_type_21":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"佐藤, 涼祐","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{}],"affiliationNames":[{},{}]}],"creatorNames":[{"creatorName":"木村, 克俊","creatorNameLang":"ja"},{"creatorName":"キムラ, カツトシ","creatorNameLang":"ja-Kana"},{"creatorName":"KIMURA, Katsutoshi","creatorNameLang":"en"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"横道, 立樹","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"名越, 隆雄","creatorNameLang":"ja"},{"creatorName":"NAKOSHI, Takao","creatorNameLang":"en"},{"creatorName":"ナコシ, タカオ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-07-27"}],"displaytype":"detail","filename":"JSCE_74_2_I31_I36.pdf","filesize":[{"value":"1.4 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSCE_74_2_I31_I36","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/10314/files/JSCE_74_2_I31_I36.pdf"},"version_id":"333f52f7-e750-4ddc-88f6-0588a1694525"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"block mound seawall","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"wave overtopping","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"block damage","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Hudson's formula","subitem_subject_language":"en","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"急斜面に続くリーフ上の消波護岸の高波被害事例の分析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"急斜面に続くリーフ上の消波護岸の高波被害事例の分析","subitem_title_language":"ja"},{"subitem_title":"DAMAGE PATTERNS OF THE BLOCK MOUND SEAWALL ON A REEF WITH STEEP FORESHORE CONDITIONS DUE TO STORM WAVES","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46","279"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2020-07-27"},"publish_date":"2020-07-27","publish_status":"0","recid":"10314","relation_version_is_last":true,"title":["急斜面に続くリーフ上の消波護岸の高波被害事例の分析"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2024-04-01T00:24:54.860841+00:00"}