{"created":"2023-06-19T09:51:10.075005+00:00","id":8210,"links":{},"metadata":{"_buckets":{"deposit":"2a9f77ab-90b7-416b-b1a0-1d3986a253f7"},"_deposit":{"created_by":3,"id":"8210","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8210"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008210","sets":["502:505:675:713"]},"author_link":["44109","44110","44108","44114","44103","44113","44115","44107","44105","44116","44102","44106","44104","44112","44111"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2005-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"38","bibliographicPageStart":"25","bibliographicVolumeNumber":"29","bibliographic_titles":[{"bibliographic_title":"福山大学工学部紀要"}]}]},"item_1_creator_6":{"attribute_name":"著者名(日)","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"上野谷, 実"}],"nameIdentifiers":[{"nameIdentifier":"44102","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"中村, 雅樹"}],"nameIdentifiers":[{"nameIdentifier":"44103","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"福本, [ユウ]士"}],"nameIdentifiers":[{"nameIdentifier":"44104","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"福嶋, 正直"}],"nameIdentifiers":[{"nameIdentifier":"44105","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"中之前, 英之"}],"nameIdentifiers":[{"nameIdentifier":"44106","nameIdentifierScheme":"WEKO"}]}]},"item_1_description_1":{"attribute_name":"ページ属性","attribute_value_mlt":[{"subitem_description":"P(論文)","subitem_description_type":"Other"}]},"item_1_description_12":{"attribute_name":"抄録(英)","attribute_value_mlt":[{"subitem_description":"This paper treats an analytical study on the cyclic performance of stiffened 450x450mm square box columns having two longitudinal ribs under constant compressive thrust combined with cyclic horizontal loads at the column top. The thickness tapered ratios of the flange and web plates at the both ends of tapered panels are 13 to 5 mm, 9 to 9, 10 to 8, 11 to 7, 12 to 6, 13 to 5 between the length of 1350mm. Ten columns are analyzed under cyclic loading. Large yield penetrations and the number of local buckling panels are obtained depending on the tapering ratios against the various applied and resistant moments along the columns.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44107","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ウエノヤ, ミノル"}]},{"nameIdentifiers":[{"nameIdentifier":"44108","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ナカムラ, マサキ"}]},{"nameIdentifiers":[{"nameIdentifier":"44109","nameIdentifierScheme":"WEKO"}],"names":[{"name":"フクモト, ユウシ"}]},{"nameIdentifiers":[{"nameIdentifier":"44110","nameIdentifierScheme":"WEKO"}],"names":[{"name":"フクシマ, マサナオ"}]},{"nameIdentifiers":[{"nameIdentifier":"44111","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ナカノマエ, ヒデユキ"}]}]},"item_1_full_name_8":{"attribute_name":"著者名(英)","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44112","nameIdentifierScheme":"WEKO"}],"names":[{"name":"UENOYA, Minoru","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44113","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NAKAMURA, Masaki","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44114","nameIdentifierScheme":"WEKO"}],"names":[{"name":"FUKUMOTO, Yuhshi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44115","nameIdentifierScheme":"WEKO"}],"names":[{"name":"FUKUSHIMA, Masanao","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44116","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NAKANOMAE, Hideyuki","nameLang":"en"}]}]},"item_1_source_id_13":{"attribute_name":"雑誌書誌ID","attribute_value_mlt":[{"subitem_source_identifier":"AN00217655","subitem_source_identifier_type":"NCID"}]},"item_1_text_10":{"attribute_name":"著者所属(英)","attribute_value_mlt":[{"subitem_text_language":"en","subitem_text_value":"Department of Civil and Environmental Engineering, Faculty of Engineering, Fukuyama University"},{"subitem_text_language":"en","subitem_text_value":"Department of Civil and Environmental Engineering, Faculty of Engineering, Fukuyama University"},{"subitem_text_language":"en","subitem_text_value":"Department of Civil and Environmental Engineering, Faculty of Engineering, Fukuyama University"},{"subitem_text_language":"en","subitem_text_value":"/ Fukuyama University"}]},"item_1_text_9":{"attribute_name":"著者所属(日)","attribute_value_mlt":[{"subitem_text_value":"福山大学工学部建設環境工学科"},{"subitem_text_value":"福山大学工学部建設環境工学科"},{"subitem_text_value":"福山大学工学部建設環境工学科"},{"subitem_text_value":"(株)宮本組"},{"subitem_text_value":"福山大学大学院土木工学専攻"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2005-12-01"}],"displaytype":"detail","filename":"KJ00005781625.pdf","filesize":[{"value":"1.4 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8210/files/KJ00005781625.pdf"},"version_id":"130be806-720c-4a86-b48f-afc35f3a1741"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"補剛箱形柱","subitem_subject_scheme":"Other"},{"subitem_subject":"テーパー板","subitem_subject_scheme":"Other"},{"subitem_subject":"繰返し荷重","subitem_subject_scheme":"Other"},{"subitem_subject":"強度","subitem_subject_scheme":"Other"},{"subitem_subject":"ダクティリティー","subitem_subject_scheme":"Other"},{"subitem_subject":"Stiffened box columns","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Tapered plates","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Cyclic loads","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Strength","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Ductility","subitem_subject_language":"en","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":"板厚テーパー箱形断面柱の繰り返し性能に関する解析的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"板厚テーパー箱形断面柱の繰り返し性能に関する解析的研究"},{"subitem_title":"Analytical Study on Cyclic Performance of Box Columns with Thickness Tapered Plates","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["713"],"pubdate":{"attribute_name":"公開日","attribute_value":"2005-12-01"},"publish_date":"2005-12-01","publish_status":"0","recid":"8210","relation_version_is_last":true,"title":["板厚テーパー箱形断面柱の繰り返し性能に関する解析的研究"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:27:40.259305+00:00"}