{"created":"2023-05-15T16:31:07.886065+00:00","id":2463,"links":{},"metadata":{"_buckets":{"deposit":"ea2cf471-0e50-4740-b89e-524b55a2d7d7"},"_deposit":{"created_by":2,"id":"2463","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"2463"},"status":"published"},"_oai":{"id":"oai:nagasaki-u.repo.nii.ac.jp:00002463","sets":["14:15:16:192"]},"author_link":["11373","11374","11375","11378","11377","11376"],"item_3_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"On Required Width-to-Thickness Ratio of Shear Panel Damper under Cyclic Loading."}]},"item_3_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2017-07","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"89","bibliographicPageEnd":"43","bibliographicPageStart":"36","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":"It is very important to design keeping the limitation of width-to-thickness ratio for structural member. Shear panel damper was required the high deformation capacity to absorb the seismic energy. To show the requirement for shear panel damper, especially , the width-to-thickness ratio, cyclic loading tests with incremental intensity and material and geometrical nonlinear finite analyses were performed on shear panel damper with various flange's width-to-thickness ratio. Through those results, the required flange's width-to-thickness were discussed.","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(89), pp.36-43; 2017","subitem_description_type":"Other"}]},"item_3_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"11376","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Tamai, Hiroyuki"}]},{"nameIdentifiers":[{"nameIdentifier":"11377","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Ito, Yusuke"}]},{"nameIdentifiers":[{"nameIdentifier":"11378","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Hirota, Syuichiro"}]}]},"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":"06"}]},"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":"玉井, 宏章"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"伊藤, 優佑"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"廣田, 周一郎"}],"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_89_36.pdf","filesize":[{"value":"2.0 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"47_89_36.pdf","url":"https://nagasaki-u.repo.nii.ac.jp/record/2463/files/47_89_36.pdf"},"version_id":"d8eae75b-4241-4745-9cf1-7a139fc7057b"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Shear Panel","subitem_subject_scheme":"Other"},{"subitem_subject":"Cyclic Loading","subitem_subject_scheme":"Other"},{"subitem_subject":"Deformation Capacity","subitem_subject_scheme":"Other"},{"subitem_subject":"Width-to-Thickness Ratio","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":"せん断パネルフランジの繰返し載荷下における所要幅厚比の検討","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"せん断パネルフランジの繰返し載荷下における所要幅厚比の検討"}]},"item_type_id":"3","owner":"2","path":["192"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-07-24"},"publish_date":"2017-07-24","publish_status":"0","recid":"2463","relation_version_is_last":true,"title":["せん断パネルフランジの繰返し載荷下における所要幅厚比の検討"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-16T03:46:24.689285+00:00"}