{"created":"2023-05-15T16:32:06.918904+00:00","id":3831,"links":{},"metadata":{"_buckets":{"deposit":"d33f5c2c-e241-4f67-beb9-5bb48d7ae294"},"_deposit":{"created_by":2,"id":"3831","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"3831"},"status":"published"},"_oai":{"id":"oai:nagasaki-u.repo.nii.ac.jp:00003831","sets":["14:15:16:259"]},"author_link":["15518","15515","15513","15520","15517","15519","15514","15516"],"item_3_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Test one Concrete Filled Square and Rectangular Steel Tubular Short Columns under Cyclic Shearing-Force"}]},"item_3_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2017-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"88","bibliographicPageEnd":"53","bibliographicPageStart":"47","bibliographicVolumeNumber":"47","bibliographic_titles":[{"bibliographic_title":"長崎大学大学院工学研究科研究報告"},{"bibliographic_title":"Reports of Graduate School of Engineering, Nagasaki University","bibliographic_titleLang":"en"}]}]},"item_3_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Concrete filled steel tubular (CFT) members become popular to be used as building structure. However,shearing failure modes of rectangle CFT have not been studied enough in previous studies. Test has been conducted for eleven CFT short columns with shear-span ratios (a/D) under 1.0. The test results of the yield strength and shearing capacity are discussed through investigation of the obtained load vs. deformation\nrelations.","subitem_description_type":"Abstract"}]},"item_3_description_64":{"attribute_name":"引用","attribute_value_mlt":[{"subitem_description":"長崎大学大学院工学研究科研究報告, 47(88), pp.47-53; 2017","subitem_description_type":"Other"}]},"item_3_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"15517","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Chen, Ruihan"}]},{"nameIdentifiers":[{"nameIdentifier":"15518","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Nakahara, Hiroyuki"}]},{"nameIdentifiers":[{"nameIdentifier":"15519","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Ono, Atsuhiro"}]},{"nameIdentifiers":[{"nameIdentifier":"15520","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Oda, Suzuka"}]}]},"item_3_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"長崎大学大学院工学研究科"}]},"item_3_source_id_10":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA12601998","subitem_source_identifier_type":"NCID"}]},"item_3_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"18805574","subitem_source_identifier_type":"ISSN"}]},"item_3_text_62":{"attribute_name":"sortkey","attribute_value_mlt":[{"subitem_text_value":"08"}]},"item_3_text_63":{"attribute_name":"出版者別言語","attribute_value_mlt":[{"subitem_text_value":"Graduate School of Engineering, Nagasaki University"}]},"item_3_version_type_16":{"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":"陳, 瑞涵"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"中原, 浩之"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"大野, 敦弘"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"小田, 鈴夏"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-12-21"}],"displaytype":"detail","filename":"47_88_8.pdf","filesize":[{"value":"1.3 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"47_88_8.pdf","url":"https://nagasaki-u.repo.nii.ac.jp/record/3831/files/47_88_8.pdf"},"version_id":"3bdc4487-5c4e-4cba-b722-908d98b7837b"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"concrete filled steel tubular structure","subitem_subject_scheme":"Other"},{"subitem_subject":"shear-span ratio","subitem_subject_scheme":"Other"},{"subitem_subject":"shearing capacity","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":"角形断面を有するコンクリート充填鋼管短柱の正負交番せん断力載荷実験","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"角形断面を有するコンクリート充填鋼管短柱の正負交番せん断力載荷実験"}]},"item_type_id":"3","owner":"2","path":["259"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-01-30"},"publish_date":"2017-01-30","publish_status":"0","recid":"3831","relation_version_is_last":true,"title":["角形断面を有するコンクリート充填鋼管短柱の正負交番せん断力載荷実験"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-16T03:28:20.293904+00:00"}