{"created":"2023-06-20T13:42:33.830845+00:00","id":84,"links":{},"metadata":{"_buckets":{"deposit":"85845d41-4405-4351-8d12-e9e944382ee4"},"_deposit":{"created_by":2,"id":"84","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"84"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00000084","sets":["1"]},"author_link":["8676"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2013-07-17","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"43","bibliographicPageEnd":"201","bibliographicPageStart":"191","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. On the other hand, precast core walls are considered effective for construction because they can be built more quickly than cast-in-place core walls. In this study, lateral loading tests were conducted on precast wall columns simulating the corner and the area near the corner of the L-shaped precast core wall. The specimen consisted of four square-section precast columns. The vertical joints between the precast columns were grouted with high-strength mortar. Each precast column had cotters at the vertical joint. Based on the results of the lateral loading tests, the seismic performance of wall columns was clarified.","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/00000078","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":"TF00008537","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":"Nakachi, Tadaharu"}],"nameIdentifiers":[{"nameIdentifier":"8676","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":"191-201.pdf","filesize":[{"value":"9.0 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"191-201.pdf","url":"https://fut.repo.nii.ac.jp/record/84/files/191-201.pdf"},"version_id":"3744a314-323c-4996-9685-b06b9fafaf28"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"horizontal tied rebar","subitem_subject_scheme":"Other"},{"subitem_subject":"cotter","subitem_subject_scheme":"Other"},{"subitem_subject":"Reinforced concrete","subitem_subject_scheme":"Other"},{"subitem_subject":"core wall","subitem_subject_scheme":"Other"},{"subitem_subject":"precast,","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"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":"Effect of Horizontal Tied Rebars on Precast Reinforced Concrete Core Walls","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Effect of Horizontal Tied Rebars on Precast Reinforced Concrete Core Walls"}]},"item_type_id":"10002","owner":"2","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2013-07-17"},"publish_date":"2013-07-17","publish_status":"0","recid":"84","relation_version_is_last":true,"title":["Effect of Horizontal Tied Rebars on Precast Reinforced Concrete Core Walls"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T14:40:00.991001+00:00"}