{"created":"2021-03-01T06:24:05.629813+00:00","id":16807,"links":{},"metadata":{"_buckets":{"deposit":"387551d9-5745-4ae1-84a4-a8c4dadbbe11"},"_deposit":{"id":"16807","owners":[],"pid":{"revision_id":0,"type":"depid","value":"16807"},"status":"published"},"_oai":{"id":"oai:nagoya.repo.nii.ac.jp:00016807","sets":["320:321:322"]},"author_link":["49944","49945","49946","49947","49948","49949","49950","49951","49952","49953","49954","49955","49956","49957","49958","49959"],"item_10_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"A PREDICTION METHOD OF STRENGTH DETERIORATION IN AGING OF CIRCULAR STEEL TUBE CORRODED IN MARINE ENVIRONMENT","subitem_alternative_title_language":"en"}]},"item_10_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2010-03-19","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"1","bibliographicPageEnd":"105","bibliographicPageStart":"92","bibliographicVolumeNumber":"66","bibliographic_titles":[{"bibliographic_title":"土木学会論文集A","bibliographic_titleLang":"ja"}]}]},"item_10_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"海洋環境における円形鋼管杭の腐食にともなう強度低下の一予測法を示した．まず，防食工の損傷・劣化を考慮できる防食工の劣化モデルと腐食表面凹凸形状の経年変化を作成するモデルを作成し，これらのモデルを用いて海洋環境における円形鋼管杭の圧縮強度の経年変化を予測した．腐食表面作成モデルの支配パラメータは，19年間海洋環境に暴露された鋼管杭の腐食表面座標計測結果から決定し，FEMおよび簡易強度評価式により圧縮強度の将来予測を行った．その結果，ここで提案した鋼管杭の圧縮強度の経年変化予測法は，電気化学的な腐食メカニズムは考慮していないものの，数少ない支配パラメータにより実現象に近い鋼腐食表面形状を表現できるとともに，腐食進展にともなう強度の低下予測ができることを示した．","subitem_description_language":"ja","subitem_description_type":"Abstract"},{"subitem_description":" This paper presents a future prediction method of strength deterioration of circular steel column corroded along with aging in marine environment. Corroded surfaces along with aging are made by the two models. One model makes surface unevenness caused by corrosion progress and the other expresses deterioration of paint to prevent rust. And based on the corroded surface made by the models, the remaining strength after a passing period can be predicted by FEM analyses or other formulae evaluating the strength. It is concluded from results that the prediction method proposed herein is persuasive enough to express the actual phenomena of corrosion and can predict the compressive strength of circular steel tube along with aging.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_10_identifier_60":{"attribute_name":"URI","attribute_value_mlt":[{"subitem_identifier_type":"DOI","subitem_identifier_uri":"http://dx.doi.org/10.2208/jsceja.66.92"},{"subitem_identifier_type":"HDL","subitem_identifier_uri":"http://hdl.handle.net/2237/18836"}]},"item_10_publisher_32":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会","subitem_publisher_language":"ja"}]},"item_10_relation_11":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isVersionOf","subitem_relation_type_id":{"subitem_relation_type_id_text":"https://doi.org/10.2208/jsceja.66.92","subitem_relation_type_select":"DOI"}}]},"item_10_select_15":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_10_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1880-6023","subitem_source_identifier_type":"EISSN"}]},"item_1615787544753":{"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_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open 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邦栄","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"49949","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"永田, 和寿","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"49950","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"中村, 秀治","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"49951","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"FUJII, Katashi","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"49952","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"HASHIMOTO, Kazuaki","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"49953","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"WATANABE, Eiichi","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"49954","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"ITOH, Yoshito","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"49955","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"SUGIURA, Kunitomo","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"49956","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"NOGAMI, Ikuei","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"49957","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"NAGATA, Kazutoshi","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"49958","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"NAKAMURA, Hideharu","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"49959","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":"A-146.pdf","filesize":[{"value":"2.9 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"A-146.pdf","objectType":"fulltext","url":"https://nagoya.repo.nii.ac.jp/record/16807/files/A-146.pdf"},"version_id":"4ac63a27-6768-48f9-a929-8a1b6eb3e838"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"corrosion","subitem_subject_scheme":"Other"},{"subitem_subject":"axial compressive strength","subitem_subject_scheme":"Other"},{"subitem_subject":"cylindrical steel column","subitem_subject_scheme":"Other"},{"subitem_subject":"strength deterioration","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":"海洋環境における鋼管杭の圧縮強度の経年変化予測法","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"海洋環境における鋼管杭の圧縮強度の経年変化予測法","subitem_title_language":"ja"}]},"item_type_id":"10","owner":"1","path":["322"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2013-11-08"},"publish_date":"2013-11-08","publish_status":"0","recid":"16807","relation_version_is_last":true,"title":["海洋環境における鋼管杭の圧縮強度の経年変化予測法"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-01-16T04:04:50.509786+00:00"}