{"created":"2023-06-20T13:42:35.970970+00:00","id":130,"links":{},"metadata":{"_buckets":{"deposit":"27b43335-e321-429e-b45a-3a2c86cb6c86"},"_deposit":{"created_by":2,"id":"130","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"130"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00000130","sets":["1"]},"author_link":["8897","8896","8898","8899"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2010-06-30","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"40","bibliographicPageEnd":"222","bibliographicPageStart":"215","bibliographic_titles":[{"bibliographic_title":"福井工業大学研究紀要"}]}]},"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, lateral loading tests were conducted on wall 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":"10.57375/00000124","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":"TF00008583","subitem_relation_type_select":"NCID"}}]},"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":"8896","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"仲地, 唯治"}],"nameIdentifiers":[{"nameIdentifier":"8897","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Minami, Naoyuki","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"8898","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Nakachi, Tadaharu","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"8899","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":"kiyou4027.pdf","filesize":[{"value":"5.6 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"kiyou4027.pdf","url":"https://fut.repo.nii.ac.jp/record/130/files/kiyou4027.pdf"},"version_id":"7a3d6fd5-c107-4380-9509-dca5a6cda298"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Reinforced concrete","subitem_subject_scheme":"Other"},{"subitem_subject":"wall","subitem_subject_scheme":"Other"},{"subitem_subject":"deformation capacity","subitem_subject_scheme":"Other"},{"subitem_subject":"confining steel","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の拘束筋による端部拘束効果に関する実験的研究","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の拘束筋による端部拘束効果に関する実験的研究"},{"subitem_title":"Experimental Study on Edge Confinement of Reinforced Concrete Core Walls by Confining Steel","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2010-07-28"},"publish_date":"2010-07-28","publish_status":"0","recid":"130","relation_version_is_last":true,"title":["鉄筋コンクリート造コア壁の拘束筋による端部拘束効果に関する実験的研究"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T14:39:21.253871+00:00"}