{"created":"2023-06-20T13:44:16.465068+00:00","id":2231,"links":{},"metadata":{"_buckets":{"deposit":"72c8d8fb-2870-474a-aaf2-5f1321738e50"},"_deposit":{"created_by":2,"id":"2231","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"2231"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00002231","sets":["1"]},"author_link":["7989","7990"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2022-10-31","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"015","bibliographicPageStart":"007","bibliographic_titles":[{}]}]},"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, lateral loading test results were analyzed on wall columns simulating the corner and the area near the corner of an L-shaped core wall with horizontal tied rebars. 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, and horizontal tied rebars were concentrated at the second and third floor levels, and the mid height level of the first story. Based on the results of lateral loading tests, the effect of number of cotters on vertical joint was clarified.","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/00002221","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_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/髙岡 颯汰"},{"creatorName":"ナカチ, タダハル/タカオカ ソウタ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"7989","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Tadaharu, Nakachi/Sota Takaoka","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"7990","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":"2023-04-05"}],"displaytype":"detail","filename":"kiyou5202.pdf","filesize":[{"value":"6.8 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"kiyou5202.pdf","url":"https://fut.repo.nii.ac.jp/record/2231/files/kiyou5202.pdf"},"version_id":"ebdfc553-9b26-423d-8d13-1033ae650988"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Reinforced Concrete, Core Wall, Precast, Horizontal Tied Rebar","subitem_subject_language":"en","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":"水平つなぎ筋を有するRC造プレキャストコア壁の鉛直接合部におけるコッター数の影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"水平つなぎ筋を有するRC造プレキャストコア壁の鉛直接合部におけるコッター数の影響"},{"subitem_title":"Effect of Number of Cotters on Vertical Joint of Precast Reinforced Concrete Core Wall with Horizontal Tied Rebars","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2022-10-31"},"publish_date":"2022-10-31","publish_status":"0","recid":"2231","relation_version_is_last":true,"title":["水平つなぎ筋を有するRC造プレキャストコア壁の鉛直接合部におけるコッター数の影響"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T13:56:55.419286+00:00"}