{"created":"2023-06-19T09:50:43.921224+00:00","id":7695,"links":{},"metadata":{"_buckets":{"deposit":"f2c840c9-447d-4a77-8523-412ea6b62e92"},"_deposit":{"created_by":3,"id":"7695","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"7695"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00007695","sets":["502:505:675:682"]},"author_link":["41654","41652","41653","41655","41657","41656"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1985","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"116","bibliographicPageStart":"101","bibliographicVolumeNumber":"7","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":"中山, 昭夫"}],"nameIdentifiers":[{"nameIdentifier":"41652","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"金多, 潔"}],"nameIdentifiers":[{"nameIdentifier":"41653","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":"In general, we use the hyposes that the joints of framework are rigid when we analyze the frame structure. Namely the area of the joint is not taken into account. This idealization, however, is doubtful for actual structure especially for steel structures. The beam-to-column connection, ie, the panel zone will be fairly deformed during the strong motion earthquake. The authors examine, in this paper, the stiffness of panel zone and carried out the experimental work on the restoring characteristics and the stiffening effect of panel zone of usual wide flange. The experimental results are described in detail herein.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"41654","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ナカヤマ, アキオ"}]},{"nameIdentifiers":[{"nameIdentifier":"41655","nameIdentifierScheme":"WEKO"}],"names":[{"name":"カネタ, キヨシ"}]}]},"item_1_full_name_8":{"attribute_name":"著者名(英)","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"41656","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NAKAYAMA, Akio","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"41657","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KANETA, Kiyoshi","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_2":{"attribute_name":"記事種別(日)","attribute_value_mlt":[{"subitem_text_value":"研究報告"}]},"item_1_text_3":{"attribute_name":"記事種別(英)","attribute_value_mlt":[{"subitem_text_language":"en","subitem_text_value":"Technical Paper"}]},"item_1_text_9":{"attribute_name":"著者所属(日)","attribute_value_mlt":[{"subitem_text_value":"福山大学工学部建築学科"},{"subitem_text_value":"京都大学"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"1985-01-01"}],"displaytype":"detail","filename":"KJ00005781032.pdf","filesize":[{"value":"1.1 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/7695/files/KJ00005781032.pdf"},"version_id":"77ebb28b-698c-4752-b36f-6141da61d1d9"}]},"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":"柱、はり接合部の補強効果と復元力特性(開学10周年記念号)","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"柱、はり接合部の補強効果と復元力特性(開学10周年記念号)"},{"subitem_title":"Study on the Restoring Force Characteristics and Stiffness of Beam-to-column Connections of Wide Flange","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["682"],"pubdate":{"attribute_name":"公開日","attribute_value":"1985-01-01"},"publish_date":"1985-01-01","publish_status":"0","recid":"7695","relation_version_is_last":true,"title":["柱、はり接合部の補強効果と復元力特性(開学10周年記念号)"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:38:36.797717+00:00"}