{"created":"2023-05-15T11:43:13.809136+00:00","id":2866,"links":{},"metadata":{"_buckets":{"deposit":"34ca62be-af63-441f-97c7-ec9c86341628"},"_deposit":{"created_by":1,"id":"2866","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"2866"},"status":"published"},"_oai":{"id":"oai:kanagawa-u.repo.nii.ac.jp:00002866","sets":["237:238:239"]},"author_link":["5530","5531"],"item_7_alternative_title_20":{"attribute_name":"その他の言語のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"EXPERIMENTAL STUDY OF A DIAGONALLY REINFORCED BEAM WITH WELL REPARABILITY"}]},"item_7_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2002-12-30","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"89","bibliographicPageStart":"83","bibliographicVolumeNumber":"562","bibliographic_titles":[{"bibliographic_title":"日本建築学会構造系論文集"}]}]},"item_7_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Since the Great Hanshin Earthquake, the demands of people who own buildings have changed: they want to use the buildings again with small repair cost. This requires good reparability of RC members. A beam with diagonal reinforcements is very ductile, however, the diagonal reinforcements yield on the tension side only because concrete struts will work with them on the compression side. When the diagonal reinforcements yield under tension, tension stress is applied to the concrete along the whole length by bond stress. This increases the number of concrete cracks. The results of this experimental investigation demonstrated that debonded diagonal reinforcements are an effective means to reduce damage to short beams and have the same energy dissipation ability as bonded ones.","subitem_description_type":"Abstract"}]},"item_7_description_40":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"subitem_description":"Article","subitem_description_type":"Other"}]},"item_7_description_5":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"rights:日本建築学会　rights: 本文データは学協会の許諾に基づきCiNiiから複製したものである　relation: isVersionOf: http://ci.nii.ac.jp/naid/110004304407","subitem_description_type":"Other"},{"subitem_description":"カテゴリーⅠ","subitem_description_type":"Other"}]},"item_7_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本建築学会"}]},"item_7_source_id_8":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1340-4202","subitem_source_identifier_type":"ISSN"}]},"item_7_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":"島崎, 和司"}],"nameIdentifiers":[{"nameIdentifier":"5530","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Shimazaki, Kazushi"}],"nameIdentifiers":[{"nameIdentifier":"5531","nameIdentifierScheme":"WEKO"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2018-11-16"}],"displaytype":"detail","filename":"A-02.pdf","filesize":[{"value":"1.3 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"A-02.pdf","url":"https://kanagawa-u.repo.nii.ac.jp/record/2866/files/A-02.pdf"},"version_id":"c5a34484-231a-4512-ab2d-845ef1a735a1"},{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2018-11-16"}],"displaytype":"detail","filename":"P-02.pdf","filesize":[{"value":"1.2 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"P-02.pdf","url":"https://kanagawa-u.repo.nii.ac.jp/record/2866/files/P-02.pdf"},"version_id":"90a0cdab-659c-4a18-84fb-b970ba075d5a"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"RC structure","subitem_subject_scheme":"Other"},{"subitem_subject":"damage control","subitem_subject_scheme":"Other"},{"subitem_subject":"diagonally reinforced beam","subitem_subject_scheme":"Other"},{"subitem_subject":"bond","subitem_subject_scheme":"Other"},{"subitem_subject":"earthquake resistance design","subitem_subject_scheme":"Other"},{"subitem_subject":"RC構造","subitem_subject_scheme":"Other"},{"subitem_subject":"損傷制御","subitem_subject_scheme":"Other"},{"subitem_subject":"X型梁","subitem_subject_scheme":"Other"},{"subitem_subject":"付着","subitem_subject_scheme":"Other"},{"subitem_subject":"耐震設計","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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"損傷低減を目的としたエネルギー吸収型X型配筋RC梁の開発","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"損傷低減を目的としたエネルギー吸収型X型配筋RC梁の開発"}]},"item_type_id":"7","owner":"1","path":["239"],"pubdate":{"attribute_name":"公開日","attribute_value":"2010-04-02"},"publish_date":"2010-04-02","publish_status":"0","recid":"2866","relation_version_is_last":true,"title":["損傷低減を目的としたエネルギー吸収型X型配筋RC梁の開発"],"weko_creator_id":"1","weko_shared_id":1},"updated":"2023-05-15T17:17:52.826535+00:00"}