{"created":"2021-03-01T06:24:06.848527+00:00","id":16826,"links":{},"metadata":{"_buckets":{"deposit":"ec44ea5f-3603-45a3-a428-de670a5bbc4f"},"_deposit":{"id":"16826","owners":[],"pid":{"revision_id":0,"type":"depid","value":"16826"},"status":"published"},"_oai":{"id":"oai:nagoya.repo.nii.ac.jp:00016826","sets":["320:502:503"]},"author_link":["50057","50058","50059"],"item_1615789909678":{"attribute_name":"出版タイプ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_18_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2006-08","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"330","bibliographicPageStart":"325","bibliographic_titles":[{"bibliographic_title":"The Tenth East Asia-Pacific Conference on Structural Engineering and Construction August 3-5, 2006, Bangkok, Thailand (EASEC-10)","bibliographic_titleLang":"en"}]}]},"item_18_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"This study examined accelerated cyclic corrosion tests on three types of painting systems for steel bridges, which are called as A-painting system for mild conditions and C- and I-painting systems for severe corrosive condition in Japan, and presented corrosion-degradation of the painted steels with initial defects. According to painting systems, structural steel plates were surface-treated and multilayer-painted. After finishing painting process, scribed circles reaching the steel substrate were made mechanically in the painting layers, in order to introduce initial defects with 0.2, 1.0, and 2.0 mm diameters. The test specimens were exposure into an environment chamber, which was controlled by the combined cyclic corrosion test condition conforming to the S6-cycle test condition (Japanese Industrial Standards (JIS) K5621) during 600 days. From the results of periodic visual inspections, change in appearance of the test specimen surfaces and rust propagation from the initial defects with passage of testing time were discussed.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_18_identifier_60":{"attribute_name":"URI","attribute_value_mlt":[{"subitem_identifier_type":"HDL","subitem_identifier_uri":"http://hdl.handle.net/2237/18856"}]},"item_18_select_15":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"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":"KIM, In-Tae","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"50057","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"ITOH, Yoshito","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"50058","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"CHEUNG, Jin-Hwan","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"50059","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":"2018-02-20"}],"displaytype":"detail","filename":"B-105.pdf","filesize":[{"value":"443.3 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"B-105.pdf","objectType":"fulltext","url":"https://nagoya.repo.nii.ac.jp/record/16826/files/B-105.pdf"},"version_id":"2c3d5495-d46e-4f92-80be-d54435d6056e"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Steel bridge","subitem_subject_scheme":"Other"},{"subitem_subject":"Painting","subitem_subject_scheme":"Other"},{"subitem_subject":"Corrosion-degradation","subitem_subject_scheme":"Other"},{"subitem_subject":"Accelerated corrosion test","subitem_subject_scheme":"Other"},{"subitem_subject":"Rust propagation","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"item_resource_type":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"resourcetype":"conference paper","resourceuri":"http://purl.org/coar/resource_type/c_5794"}]},"item_title":"DURABILITY PREDICTION OF STEEL BRIDGE PAINTINGS WITH INITIAL DEFECTS","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"DURABILITY PREDICTION OF STEEL BRIDGE PAINTINGS WITH INITIAL DEFECTS","subitem_title_language":"en"}]},"item_type_id":"18","owner":"1","path":["503"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2013-11-11"},"publish_date":"2013-11-11","publish_status":"0","recid":"16826","relation_version_is_last":true,"title":["DURABILITY PREDICTION OF STEEL BRIDGE PAINTINGS WITH INITIAL DEFECTS"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-01-16T05:08:17.751415+00:00"}