{"created":"2023-06-20T13:43:21.625817+00:00","id":1093,"links":{},"metadata":{"_buckets":{"deposit":"1f11ec87-19a7-4649-be99-073f4b4d8114"},"_deposit":{"created_by":2,"id":"1093","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"1093"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00001093","sets":["1"]},"author_link":["12438","12437","12439","12436"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2011-08-04","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"41","bibliographicPageEnd":"298","bibliographicPageStart":"290","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, the axial load of the core wall is very high. Particularly the corner of the L-shaped core wall are subject to high compressive stress. Horizontal Reinforcement Hook is considered effective in confining concrete and 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":"10.57375/00001087","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":"TF00009546","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":"仲地, 唯治"}],"nameIdentifiers":[{"nameIdentifier":"12436","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"徳永, 諒太"}],"nameIdentifiers":[{"nameIdentifier":"12437","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Nakachi, Tadaharu","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"12438","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Tokunaga, Ryota","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"12439","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":"kiyou4136.pdf","filesize":[{"value":"5.7 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"kiyou4136.pdf","url":"https://fut.repo.nii.ac.jp/record/1093/files/kiyou4136.pdf"},"version_id":"6300f937-7f01-4222-8a82-14676d968c44"}]},"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":"hook","subitem_subject_scheme":"Other"},{"subitem_subject":"confining steel","subitem_subject_scheme":"Other"}]},"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横筋端部フックが靭性に及ぼす影響","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横筋端部フックが靭性に及ぼす影響"},{"subitem_title":"Effect of Horizontal Reinforcement Hook on Deformation Capacity of Reinforced Concrete Core Walls","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2011-08-04"},"publish_date":"2011-08-04","publish_status":"0","recid":"1093","relation_version_is_last":true,"title":["鉄筋コンクリート造コア壁の横筋端部フックが靭性に及ぼす影響"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T14:20:04.763728+00:00"}