{"created":"2023-05-15T11:44:19.991237+00:00","id":4286,"links":{},"metadata":{"_buckets":{"deposit":"16103a3e-e37c-46e8-ae23-54b4331708f3"},"_deposit":{"created_by":1,"id":"4286","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"4286"},"status":"published"},"_oai":{"id":"oai:kanagawa-u.repo.nii.ac.jp:00004286","sets":["237:249:271:273"]},"author_link":["14280","14284","14281","14285","14283","14282"],"item_6_alternative_title_20":{"attribute_name":"その他の言語のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Experimental study on buckling-restrained braces using steel mortar planks －Part4 Effects on core plate width-thickness ratio,restraining force and cross section details－"}]},"item_6_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2008-03-31","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"620","bibliographicPageEnd":"148","bibliographicPageStart":"141","bibliographic_titles":[{"bibliographic_title":"日本建築学会構造系論文集　第620号　P117-124　2007年10月"}]}]},"item_6_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"The authors conceived buckling‐restrained braces providing stable hysteretic characteristics even under high‐strain‐rate\nconditions．Based on a series of cyclic loading tests，a significant correlation between the brace’s cumulative strain energy until\nthe failure and‐restrainig force was revealed．When the brace’s cumulative strain energy is given as a design condition，the buckling‐restrained brace\nis designed using the proposed performance evaluation formula．\nIn this paper，different specimens from what used in the past tests such as with different core plate width‐to‐thickness rations and restraining forces，and with\ndifferent unbonded material thicknesses and cross section details are fabricated and located．\nThe strict scope of application for the performance evaluation formula proposed by the previous paper is difined by considering the test results．","subitem_description_type":"Abstract"}]},"item_6_description_40":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"subitem_description":"Article","subitem_description_type":"Other"}]},"item_6_description_6":{"attribute_name":"引用","attribute_value_mlt":[{"subitem_description":"学術フロンティア研究プロジェクト(2005年度～2009年度)　2007年度　研究成果報告書","subitem_description_type":"Other"}]},"item_6_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"神奈川大学"}]},"item_6_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":"村瀬, 亮"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Murase, Ryo"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"村井, 正敏"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Murai, Masatoshi"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"岩田, 衛"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Iwata, Mamoru"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2018-11-19"}],"displaytype":"detail","filename":"2007-30.pdf","filesize":[{"value":"5.9 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"2007-30.pdf","url":"https://kanagawa-u.repo.nii.ac.jp/record/4286/files/2007-30.pdf"},"version_id":"f9b8d3ab-3375-4453-b087-ee9c20f40dbc"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"座屈拘束ブレース","subitem_subject_scheme":"Other"},{"subitem_subject":"性能評価式","subitem_subject_scheme":"Other"},{"subitem_subject":"芯材幅厚比","subitem_subject_scheme":"Other"},{"subitem_subject":"拘束力","subitem_subject_scheme":"Other"},{"subitem_subject":"断面ディテール","subitem_subject_scheme":"Other"},{"subitem_subject":"Buckling-restrained brace","subitem_subject_scheme":"Other"},{"subitem_subject":"Performance evaluation formula","subitem_subject_scheme":"Other"},{"subitem_subject":"Core plate width-to-thickness ratios","subitem_subject_scheme":"Other"},{"subitem_subject":"Restraining forces","subitem_subject_scheme":"Other"},{"subitem_subject":"Cross section details","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":"research report","resourceuri":"http://purl.org/coar/resource_type/c_18ws"}]},"item_title":"鋼モルタル板を用いた座屈拘束ブレースの実験的研究 －その４　芯材幅厚比と拘束力および断面ディテールの影響－","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"鋼モルタル板を用いた座屈拘束ブレースの実験的研究 －その４　芯材幅厚比と拘束力および断面ディテールの影響－"}]},"item_type_id":"6","owner":"1","path":["273"],"pubdate":{"attribute_name":"公開日","attribute_value":"2012-10-11"},"publish_date":"2012-10-11","publish_status":"0","recid":"4286","relation_version_is_last":true,"title":["鋼モルタル板を用いた座屈拘束ブレースの実験的研究 －その４　芯材幅厚比と拘束力および断面ディテールの影響－"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-05-15T16:14:37.310749+00:00"}