{"created":"2023-06-20T13:42:50.106845+00:00","id":416,"links":{},"metadata":{"_buckets":{"deposit":"0c8276a7-c024-4bc5-9bd4-9df624b894a4"},"_deposit":{"created_by":2,"id":"416","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"416"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00000416","sets":["1"]},"author_link":["9882","9881"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2004-03-20","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"34","bibliographicPageEnd":"192","bibliographicPageStart":"185","bibliographic_titles":[{"bibliographic_title":"福井工業大学研究紀要. 第一部"}]}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"The sea-bed ground of rubble mound in breakwater or revetment is scoured by waves. It brought many disasters, and has been written as serious problems. The author has been reported the many experiments by rubble mounds for practical design. This paper is the last report, the author proposes the practical design of the stability of sea-bed for flow into rubble mound.","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/00000410","subitem_identifier_reg_type":"JaLC"}]},"item_10002_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"福井工業大学"}]},"item_10002_relation_11":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"TF00008869","subitem_relation_type_select":"NCID"}}]},"item_10002_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"2868571","subitem_source_identifier_type":"ISSN"}]},"item_10002_version_type_20":{"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_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"松並, 仁茂"}],"nameIdentifiers":[{"nameIdentifier":"9881","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Matsunami, Hitoshige","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"9882","nameIdentifierScheme":"WEKO"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2023-04-12"}],"displaytype":"detail","filename":"KJ00004259127.pdf","filesize":[{"value":"532.2 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"KJ00004259127.pdf","url":"https://fut.repo.nii.ac.jp/record/416/files/KJ00004259127.pdf"},"version_id":"5282f55f-5b7d-4e16-acae-8a10ebed1fde"}]},"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":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"捨石基礎内の流れに対する底床の安定に関する実験的研究(最終回) : 捨石基礎の実用設計法の提案","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"捨石基礎内の流れに対する底床の安定に関する実験的研究(最終回) : 捨石基礎の実用設計法の提案"},{"subitem_title":"Experimental Study on the stability of Sea-bed for the Flow into Rubble Mound (the last report) : Practical Design of the stability of Sea-bed for the Flow into Rubble Mound","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2009-04-04"},"publish_date":"2009-04-04","publish_status":"0","recid":"416","relation_version_is_last":true,"title":["捨石基礎内の流れに対する底床の安定に関する実験的研究(最終回) : 捨石基礎の実用設計法の提案"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T14:32:58.014450+00:00"}