{"created":"2023-06-20T13:43:48.976675+00:00","id":1639,"links":{},"metadata":{"_buckets":{"deposit":"0b80eabf-c90a-44c4-a5c0-d283c7b28d30"},"_deposit":{"created_by":2,"id":"1639","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"1639"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00001639","sets":["1"]},"author_link":["14907","14906"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2017-07-10","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"47","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 in high-rise buildings are 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 third floor levels, and the mid height level of the first story. Based on the results of lateral loading tests, the effect of axial load was clarified.","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/00001633","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":"TF00010514","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":"14906","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Nakachi, Tadaharu","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"14907","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":"2023-04-12"}],"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/1639/files/077-084.pdf"},"version_id":"d40f30eb-be58-40e3-9782-a169b7f10d85"}]},"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":"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":"RC造プレキャストコア壁における軸力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軸力の影響に関する実験的研究"},{"subitem_title":"Experimental Study on Effect of Axial Load 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":"2017-07-10"},"publish_date":"2017-07-10","publish_status":"0","recid":"1639","relation_version_is_last":true,"title":["RC造プレキャストコア壁における軸力の影響に関する実験的研究"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T14:10:40.270853+00:00"}