{"created":"2023-05-15T11:43:13.657008+00:00","id":2863,"links":{},"metadata":{"_buckets":{"deposit":"295e355e-2d07-467f-939b-715e7f9b1fb2"},"_deposit":{"created_by":1,"id":"2863","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"2863"},"status":"published"},"_oai":{"id":"oai:kanagawa-u.repo.nii.ac.jp:00002863","sets":["237:238:239"]},"author_link":["5524","5525"],"item_7_alternative_title_20":{"attribute_name":"その他の言語のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"DAMAGE EVALUATION OF A DE-BONDED DIAGONALLY REINFORCED BEAM"}]},"item_7_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2006-06-30","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"126","bibliographicPageStart":"119","bibliographicVolumeNumber":"604","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":"The structural design of a reinforced concrete building aims at performance based design. With upgrading of required performance, the demand for the building changes to be used with small repair cost even after a severe earthquake. RC members are required to evaluate the damage, and also required good reparability. A beam with de-bonded diagonal reinforcements is very ductile and has good reparability even used as a short beam. To evaluate the load resisting system and the condition of damage level of a member, parametric experimental tests were carried out and a load-carrying model was proposed. After applying this model to the tested results, the design method with less damage was evaluated and investigated by FEM analysis.","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/110004776296","subitem_description_type":"Other"},{"subitem_description":"カテゴリーⅡ","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_10":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN10438559","subitem_source_identifier_type":"NCID"}]},"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":"5524","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Shimazaki, Kazushi"}],"nameIdentifiers":[{"nameIdentifier":"5525","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":"76296.pdf","filesize":[{"value":"905.2 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"76296.pdf","url":"https://kanagawa-u.repo.nii.ac.jp/record/2863/files/76296.pdf"},"version_id":"afe0619c-ed9e-4efb-ae52-ab3d580837e4"},{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2018-11-16"}],"displaytype":"detail","filename":"x_evaluate.pdf","filesize":[{"value":"881.3 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"x_evaluate.pdf","url":"https://kanagawa-u.repo.nii.ac.jp/record/2863/files/x_evaluate.pdf"},"version_id":"d11f3b1f-b119-4aaf-a36d-c1c621339d52"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"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"},{"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"}]},"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":"アンボンドX型配筋RC梁の損傷評価","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"アンボンドX型配筋RC梁の損傷評価"}]},"item_type_id":"7","owner":"1","path":["239"],"pubdate":{"attribute_name":"公開日","attribute_value":"2010-03-05"},"publish_date":"2010-03-05","publish_status":"0","recid":"2863","relation_version_is_last":true,"title":["アンボンドX型配筋RC梁の損傷評価"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-05-15T16:36:35.380547+00:00"}