{"created":"2023-06-20T13:42:30.538708+00:00","id":14,"links":{},"metadata":{"_buckets":{"deposit":"e4324e0a-d245-43fd-9485-8bd99976b05f"},"_deposit":{"created_by":4,"id":"14","owners":[4],"pid":{"revision_id":0,"type":"depid","value":"14"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00000014","sets":["1"]},"author_link":["65","62","64","63"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2012-08-02","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"42","bibliographicPageEnd":"301","bibliographicPageStart":"293","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":"Multistory core walls installed in high-rise reinforced concrete buildings effectively reduce seismic vibration. In high-rise buildings with the core wall system, which consists of four L-shaped core walls, the axial load of the core wall is remarkably very high under the action of a diagonal seismic force. On the other hand, it is considered that the precast core walls are effective in construction because they can be constructed more quickly than cast-in-place core walls. In this study, lateral loading tests were conducted on precast wall columns which simulated the corner and the area near the corner of the L- shaped precast core wall.","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/00000008","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":"TF00008479","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":"62","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"徳永, 諒太"}],"nameIdentifiers":[{"nameIdentifier":"63","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Nakachi, Tadaharu","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"64","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Tokunaga, Ryota","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"65","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":"2022-09-02"}],"displaytype":"detail","filename":"kiyou4234.pdf","filesize":[{"value":"5.5 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"kiyou4234.pdf","url":"https://fut.repo.nii.ac.jp/record/14/files/kiyou4234.pdf"},"version_id":"20758529-6955-491b-94f8-f5dda467f417"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Reinforced concrete","subitem_subject_scheme":"Other"},{"subitem_subject":"core wall","subitem_subject_scheme":"Other"},{"subitem_subject":"precast","subitem_subject_scheme":"Other"},{"subitem_subject":"horizontal tied rebar","subitem_subject_scheme":"Other"},{"subitem_subject":"cotter","subitem_subject_scheme":"Other"},{"subitem_subject":"ductility","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":"RC造プレキャストコア壁の構造性能に関する実験的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"RC造プレキャストコア壁の構造性能に関する実験的研究"},{"subitem_title":"Experimental Study on Structural Performance of Precast Reinforced Concrete Core Walls","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"4","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2012-08-02"},"publish_date":"2012-08-02","publish_status":"0","recid":"14","relation_version_is_last":true,"title":["RC造プレキャストコア壁の構造性能に関する実験的研究"],"weko_creator_id":"4","weko_shared_id":-1},"updated":"2023-06-20T14:09:14.119163+00:00"}