{"created":"2023-06-20T13:42:31.913848+00:00","id":44,"links":{},"metadata":{"_buckets":{"deposit":"1796a797-0cd5-4990-9430-0d113a9f4faa"},"_deposit":{"created_by":2,"id":"44","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"44"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00000044","sets":["1"]},"author_link":["8501","8500"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2012-08-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"42","bibliographicPageEnd":"242","bibliographicPageStart":"230","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":"In this study, the applicability and feasibility of the optimum seismic design system with the design of experiments to unequal-span continuous bridge system with two steel main girders is investigated. In the design formulation, the heights of rubber bearings, cross-sectional dimensions and amount of steel reinforcements for RC piers and the detail of concrete pile foundation are taken into account as the design variables. The relative horizontal displacements of rubber bearings, the ductile factor of RC piers, and the yield constraint on the cast-in-place concrete pile foundation are the ultimate performance constraints due to the level 2 earthquakes. In a numerical example, the determination process of optimum solution is demonstrated for a 5-span continuous bridge system with two steel main girders subjected to the type-I standard acceleration wave in the level 2 earthquakes. The applicability of the design method to the bridge system with two steel main girders is illustrated.","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/00000038","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":"TF00008497","subitem_relation_type_select":"NCID"}}]},"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":"8500","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Taniwaki, Kazuhiro","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"8501","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":"kiyou4227.pdf","filesize":[{"value":"7.4 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"kiyou4227.pdf","url":"https://fut.repo.nii.ac.jp/record/44/files/kiyou4227.pdf"},"version_id":"acea016c-386a-48b5-a798-670f5234ddab"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"bridge system with two steel main girders","subitem_subject_scheme":"Other"},{"subitem_subject":"optimum seismic design","subitem_subject_scheme":"Other"},{"subitem_subject":"design of experiments","subitem_subject_scheme":"Other"},{"subitem_subject":"level 2 earthquakes","subitem_subject_scheme":"Other"}]},"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":"不等径間を有する2主鈑桁橋の最適耐震設計","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"不等径間を有する2主鈑桁橋の最適耐震設計"},{"subitem_title":"OPTIMUM SEISMIC DESIGN OF UNEQUAL-SPAN CONTINUOUS BRIDGE SYSTEM WITH TWO STEEL MAIN GIRDERS","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2012-08-01"},"publish_date":"2012-08-01","publish_status":"0","recid":"44","relation_version_is_last":true,"title":["不等径間を有する2主鈑桁橋の最適耐震設計"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T14:40:36.802936+00:00"}