{"created":"2023-06-20T13:44:18.448623+00:00","id":2271,"links":{},"metadata":{"_buckets":{"deposit":"7182824d-4bb5-4a86-8f13-074f2f013d86"},"_deposit":{"created_by":2,"id":"2271","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"2271"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00002271","sets":["1"]},"author_link":["16727","16730","16728","16729"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2018-06-30","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"48","bibliographicPageEnd":"56","bibliographicPageStart":"50","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 the core wall system in high-rise buildings, precast core walls are effective for construction because they can be built more quickly than cast-in-place core walls. In this study, a lateral loading test was conducted on a wall column simulating the corner and the area near the corner of an L-shaped core wall with small shear span ratio. The wall column was divided into precast columns, and horizontal tied rebars were concentrated at the second floor level and the mid height level of the first story. Based on the results of lateral loading tests, the structural performance of the wall column with small shear span ratio was clarified.","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/00002261","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":"TF10103116","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":"16727","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"レー, フィ ホアン"}],"nameIdentifiers":[{"nameIdentifier":"16728","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Tadaharu, Nakach","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"16729","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Hoang, Le  Huy","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"16730","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":"2023-05-12"}],"displaytype":"detail","filename":"050-056.pdf","filesize":[{"value":"5.7 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"050-056.pdf","url":"https://fut.repo.nii.ac.jp/record/2271/files/050-056.pdf"},"version_id":"c8222376-1776-411a-b3f1-3e33563d36d9"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Reinforced Concrete","subitem_subject_scheme":"Other"},{"subitem_subject":"Core Wal","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"}]},"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":"せん断スパン比の小さい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":"せん断スパン比の小さい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 Wall with Small Shear Span Ratio","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2018-07-24"},"publish_date":"2018-07-24","publish_status":"0","recid":"2271","relation_version_is_last":true,"title":["せん断スパン比の小さい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":"2","weko_shared_id":-1},"updated":"2023-06-20T13:57:20.080414+00:00"}