{"created":"2023-06-20T13:43:16.514797+00:00","id":985,"links":{},"metadata":{"_buckets":{"deposit":"1ba6a145-ce71-4947-84e3-59f978be4903"},"_deposit":{"created_by":2,"id":"985","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"985"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00000985","sets":["1"]},"author_link":["11907","11906"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2009-08-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"39","bibliographicPageEnd":"264","bibliographicPageStart":"257","bibliographic_titles":[{}]}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In this study, an optimum maintenance strategy, which can determine the optimum repair schedule considering expected life-cycle cost and constraints with respect to the repair interval of the adjacent repair actions and the yearly allocated repair cost, is proposed for existing bridge maintenance. The strategy is developed by using the Markovian transition probability model and two stage optimization technique. The usefulness and effectiveness of the strategy are demonstrated in a numerical example.","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/00000979","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":"TF00009438","subitem_relation_type_select":"NCID"}}]},"item_10002_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"18844502 / 18844456","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":"谷脇, 一弘"}],"nameIdentifiers":[{"nameIdentifier":"11906","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Taniwaki, Kazuhiro","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"11907","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":"kiyou3935.pdf","filesize":[{"value":"5.5 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"kiyou3935.pdf","url":"https://fut.repo.nii.ac.jp/record/985/files/kiyou3935.pdf"},"version_id":"0ac8cfb0-8e6c-4178-a5cd-1a155be07ca9"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"補修","subitem_subject_scheme":"Other"},{"subitem_subject":"橋梁","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":"既存橋梁の最適補修時期決定法に関する研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"既存橋梁の最適補修時期決定法に関する研究"},{"subitem_title":"Determination of optimum repair schedule for existing bridges","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2009-11-30"},"publish_date":"2009-11-30","publish_status":"0","recid":"985","relation_version_is_last":true,"title":["既存橋梁の最適補修時期決定法に関する研究"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T14:21:35.563180+00:00"}