{"created":"2023-06-20T13:44:18.493843+00:00","id":2272,"links":{},"metadata":{"_buckets":{"deposit":"7ac53c3c-ff64-4cb0-9665-d4ad283a1fcb"},"_deposit":{"created_by":2,"id":"2272","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"2272"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00002272","sets":["1"]},"author_link":["16731","16733","16734","16732"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2018-06-30","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"48","bibliographicPageEnd":"64","bibliographicPageStart":"57","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 PC2 of shear span ratio 2.4 and the specimen PCS2 of shear span ratio 1.4, the effect of 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":"10.57375/00002262","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":"TF10103117","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":"16731","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"仲地, 唯治"}],"nameIdentifiers":[{"nameIdentifier":"16732","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Hoang, Le  Huy","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"16733","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Tadaharu, Nakachi","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"16734","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":"057-064.pdf","filesize":[{"value":"6.6 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"057-064.pdf","url":"https://fut.repo.nii.ac.jp/record/2272/files/057-064.pdf"},"version_id":"9da29ee7-572a-4104-910b-a06dcb3eadf6"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Reinforced Concrete","subitem_subject_scheme":"Other"},{"subitem_subject":"Core Wall","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":"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に関する実験的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"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に関する実験的研究"},{"subitem_title":"Experimental Study on Effect of Shear Span Ratio on Precast Reinforced Concrete Core Walls","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":"2272","relation_version_is_last":true,"title":["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に関する実験的研究"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T13:57:20.922623+00:00"}