{"created":"2024-02-09T02:17:31.317871+00:00","id":2000010,"links":{},"metadata":{"_buckets":{"deposit":"d959bf7d-5cf3-4a63-9b20-6e78f011981e"},"_deposit":{"created_by":4,"id":"2000010","owner":"4","owners":[4],"pid":{"revision_id":0,"type":"depid","value":"2000010"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:02000010","sets":["1"]},"author_link":[],"control_number":"2000010","item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2023-10-31","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"53","bibliographicPageEnd":"45","bibliographicPageStart":"37","bibliographic_titles":[{"bibliographic_title":"福井工業大学研究紀要"}]}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Post-tensioned T-girder (PCT) bridges are the most commonly constructed types of bridges. The design process for this type of bridge is carried out on the basis of minor modifications of the standard design collections proposed by the Civil Engineering Research Institute. In this study, the cross-section of the PCT girder bridge is optimized using the particle swarm method (PSO), and the economic efficiency is discussed by comparing with the standard design.","subitem_description_type":"Abstract"}]},"item_10002_full_name_3":{"attribute_name":"著者（英）","attribute_value_mlt":[{"names":[{"name":"Kazuhiro,Taniwaki  /  KengFoong,Chee","nameLang":"en"}]}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/0002000010","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_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_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":"谷脇,一弘  /  チ,ケンフォン","creatorNameLang":"ja"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_access","date":[{"dateType":"Available","dateValue":"2024-02-09"}],"filename":"kiyou5305　037-045.pdf","filesize":[{"value":"5.8 MB"}],"format":"application/pdf","mimetype":"application/pdf","url":{"url":"https://fut.repo.nii.ac.jp/record/2000010/files/kiyou5305　037-045.pdf"},"version_id":"751249f8-f808-417f-b08b-130f9d404141"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Optimal Design, Post-tensioned PCT Grieder Bridge, Particle Swarm Optimiztion(PSO)","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":"ポストテンションPCT桁橋の断面最適化に関する基礎的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"ポストテンションPCT桁橋の断面最適化に関する基礎的研究","subitem_title_language":"ja"},{"subitem_title":"Optimal Design of Pose-tensioned T-girder Bridges","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"4","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2024-02-09"},"publish_date":"2024-02-09","publish_status":"0","recid":"2000010","relation_version_is_last":true,"title":["ポストテンションPCT桁橋の断面最適化に関する基礎的研究"],"weko_creator_id":"4","weko_shared_id":-1},"updated":"2024-02-26T03:08:35.947890+00:00"}