{"created":"2023-05-15T16:29:29.110499+00:00","id":249,"links":{},"metadata":{"_buckets":{"deposit":"1bd719ef-1442-45fa-aab9-c138cfd472b3"},"_deposit":{"created_by":2,"id":"249","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"249"},"status":"published"},"_oai":{"id":"oai:nagasaki-u.repo.nii.ac.jp:00000249","sets":["14:15:16:64"]},"author_link":["1197","1200","1199","1195","1196","1198"],"item_3_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Evaluation of Salt Damage Environment of Marine Bridge by Using Thin Mortar Plate"}]},"item_3_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2019-08","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"93","bibliographicPageEnd":"118","bibliographicPageStart":"113","bibliographicVolumeNumber":"49","bibliographic_titles":[{"bibliographic_title":"長崎大学大学院工学研究科研究報告"},{"bibliographic_title":"Reports of Graduate School of Engineering, Nagasaki University","bibliographic_titleLang":"en"}]}]},"item_3_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"It is necessary to evaluate the chloride attack environment for durability design and maintenance of the structure under marine environment. The amount of salt penetration into the concrete structure is influenced by weather conditions and neighboring topography. Chloride attack environment also depends on the shape and the dimension of structures. However, these effects have not been clarified. Although many researches about chloride attack caused by airborne salt had been conducted in past time, most of those were related to macro environment. Under such circumstances, the exposure test using thin plate mortar specimens was conducted on a marine bridge. As a result, it is confirmed that amount of airborne salt penetration into the structure is influenced by neighboring topography and weather conditions, and it can be evaluated that the deterioration condition of each structures by short term exposure test using the thin plate mortar specimens. By the thin mortar exposure test, micro chloride attack environment can be evaluated.","subitem_description_type":"Abstract"}]},"item_3_description_64":{"attribute_name":"引用","attribute_value_mlt":[{"subitem_description":"長崎大学大学院工学研究科研究報告, 49(93), pp.113-118; 2019","subitem_description_type":"Other"}]},"item_3_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"1198","nameIdentifierScheme":"WEKO"}],"names":[{"name":"SASAKI, Kenji"}]},{"nameIdentifiers":[{"nameIdentifier":"1199","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NAKAYAMA, Taisei"}]},{"nameIdentifiers":[{"nameIdentifier":"1200","nameIdentifierScheme":"WEKO"}],"names":[{"name":"YAMAGUCHI, Takeshi"}]}]},"item_3_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"長崎大学大学院工学研究科"}]},"item_3_source_id_10":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA12601998","subitem_source_identifier_type":"NCID"}]},"item_3_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"18805574","subitem_source_identifier_type":"ISSN"}]},"item_3_text_62":{"attribute_name":"sortkey","attribute_value_mlt":[{"subitem_text_value":"18"}]},"item_3_text_63":{"attribute_name":"出版者別言語","attribute_value_mlt":[{"subitem_text_value":"Graduate School of Engineering, Nagasaki University"}]},"item_3_version_type_16":{"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":"佐々木, 謙二"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"中山, 大誠"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"山口, 剛史"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-12-18"}],"displaytype":"detail","filename":"49_93_113.pdf","filesize":[{"value":"1.3 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"49_93_113.pdf","url":"https://nagasaki-u.repo.nii.ac.jp/record/249/files/49_93_113.pdf"},"version_id":"7097e277-c2dd-48e1-8143-c4f9e737fb1b"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Sait Damage Environment","subitem_subject_scheme":"Other"},{"subitem_subject":"Marine Bridge","subitem_subject_scheme":"Other"},{"subitem_subject":"Thin Mortar Plate","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":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"薄板モルタル法による海上橋の塩害環境の変動特性評価","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"薄板モルタル法による海上橋の塩害環境の変動特性評価"}]},"item_type_id":"3","owner":"2","path":["64"],"pubdate":{"attribute_name":"公開日","attribute_value":"2019-08-26"},"publish_date":"2019-08-26","publish_status":"0","recid":"249","relation_version_is_last":true,"title":["薄板モルタル法による海上橋の塩害環境の変動特性評価"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-16T04:19:21.260846+00:00"}