{"created":"2023-06-20T13:43:15.439042+00:00","id":962,"links":{},"metadata":{"_buckets":{"deposit":"878ac64f-19bb-4f7e-8deb-8bf4c32e03b4"},"_deposit":{"created_by":2,"id":"962","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"962"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00000962","sets":["1"]},"author_link":["11799","11800","11798","11797"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2009-08-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"39","bibliographicPageEnd":"219","bibliographicPageStart":"212","bibliographic_titles":[{}]}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In a core wall system high-rise building, the center core of which consists of four L-shaped core walls, under the action of a diagonal seismic force, the axial load of the core wall is very high. Particularly the corner and the area near the corner of the L-shaped core wall are subject to high compressive stress. Reinforcing these areas is therefore considered effective in improving the deformation capacity of the core walls. In this paper, Eccentric compression tests and central compression tests were conducted on rectangular sections of columns which simulated the corner and the area near the corner of the L-shaped core wall.","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/00000956","subitem_identifier_reg_type":"JaLC"}]},"item_10002_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"福井工業大学"}]},"item_10002_relation_11":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"TF00009415","subitem_relation_type_select":"NCID"}}]},"item_10002_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"18844502 / 18844456","subitem_source_identifier_type":"ISSN"}]},"item_10002_version_type_20":{"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":"南, 直行"}],"nameIdentifiers":[{"nameIdentifier":"11797","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"仲地, 唯治"}],"nameIdentifiers":[{"nameIdentifier":"11798","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Minami, Naoyuki","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"11799","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Nakachi, Tadaharu","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"11800","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":"2023-04-12"}],"displaytype":"detail","filename":"kiyou3929.pdf","filesize":[{"value":"4.9 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"kiyou3929.pdf","url":"https://fut.repo.nii.ac.jp/record/962/files/kiyou3929.pdf"},"version_id":"c0bc327a-422d-47fc-a180-7ef40ddc73a7"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"コンクリート","subitem_subject_scheme":"Other"},{"subitem_subject":"拘束","subitem_subject_scheme":"Other"},{"subitem_subject":"圧縮性状","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":"鉄筋コンクリート造コア壁における壁板の圧縮実験","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"鉄筋コンクリート造コア壁における壁板の圧縮実験"},{"subitem_title":"Compression Tests of Panel in Reinforced Concrete Core Walls","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2009-11-30"},"publish_date":"2009-11-30","publish_status":"0","recid":"962","relation_version_is_last":true,"title":["鉄筋コンクリート造コア壁における壁板の圧縮実験"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T14:21:54.879049+00:00"}