{"created":"2023-06-20T13:44:22.088480+00:00","id":2348,"links":{},"metadata":{"_buckets":{"deposit":"d3b054d9-6230-49ac-8973-d11ecdca8b4a"},"_deposit":{"created_by":2,"id":"2348","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"2348"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00002348","sets":["1"]},"author_link":["17168","17167"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2020-10-30","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"50","bibliographicPageEnd":"22","bibliographicPageStart":"16","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":"Precast core walls are effective for construction in the core wall system in high-rise buildings, 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 a small quantity of horizontal tied rebars and small shear span ratio under the action of low axial load was clarified.","subitem_description_type":"Abstract"}]},"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":"TF10133398","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":"17167","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Tadaharu, Nakachi","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"17168","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":"016-022.pdf","filesize":[{"value":"5.7 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"016-022.pdf","url":"https://fut.repo.nii.ac.jp/record/2348/files/016-022.pdf"},"version_id":"d09cb7d9-9b2d-40d3-ae75-843c27d27620"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Reinforced Concrete, Core Wall, Precast, Horizontal Tied Rebar, Cotter, Axial Load","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軸力の低いRC造プレキャストコア壁の構造性能","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"水平つなぎ筋を有する軸力の低いRC造プレキャストコア壁の構造性能"},{"subitem_title":"Structural Performance of Precast Reinforced Concrete Core Wall with Horizontal Tied Rebars under Action of Low Axial Load","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2021-03-19"},"publish_date":"2021-03-19","publish_status":"0","recid":"2348","relation_version_is_last":true,"title":["水平つなぎ筋を有する軸力の低いRC造プレキャストコア壁の構造性能"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T13:58:54.316218+00:00"}