{"created":"2023-06-20T13:44:20.320042+00:00","id":2308,"links":{},"metadata":{"_buckets":{"deposit":"3944be88-c0c9-435a-a475-c5ca4a4f6bbc"},"_deposit":{"created_by":2,"id":"2308","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"2308"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00002308","sets":["1"]},"author_link":["16948","16946","16947","16945"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2019-12-20","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"49","bibliographicPageEnd":"84","bibliographicPageStart":"77","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 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 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 the mid height level of the first story. Based on comparing the results of lateral loading tests of the specimen PC3 and PC4 of shear span ratio 2.4 and the specimen PCS3 and PCS4 of shear span ratio 1.4, the effect of shear span ratio was clarified. Experimental parameter was quantity of horizontal tied rrebar and cotter.","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":"TF10121959","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":"レー, フィ ホアン"}],"nameIdentifiers":[{"nameIdentifier":"16945","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"仲地, 唯治"}],"nameIdentifiers":[{"nameIdentifier":"16946","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Hoang, Le Huy","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"16947","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Tadaharu, Nakachi","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"16948","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":"077-084.pdf","filesize":[{"value":"6.5 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"077-084.pdf","url":"https://fut.repo.nii.ac.jp/record/2308/files/077-084.pdf"},"version_id":"cc7e5154-e6de-4260-86e8-e07588f9dea4"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Reinforced Concrete, Core Wall, Precast, Horizontal Tied Rebar, 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":"水平つなぎ筋量及びコッター数の異なるRC造プレキャストコア壁におけるせん断スパン比の影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"水平つなぎ筋量及びコッター数の異なるRC造プレキャストコア壁におけるせん断スパン比の影響"},{"subitem_title":"Effect of Shear Span Ratio on Precast Reinforced Concrete Core Walls with Parameter of Quantity of Horizontal Tied Rebar and Cotter","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2020-03-05"},"publish_date":"2020-03-05","publish_status":"0","recid":"2308","relation_version_is_last":true,"title":["水平つなぎ筋量及びコッター数の異なるRC造プレキャストコア壁におけるせん断スパン比の影響"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T13:59:26.955916+00:00"}