{"created":"2024-02-09T02:06:46.537882+00:00","id":2000009,"links":{},"metadata":{"_buckets":{"deposit":"c8d31306-a9cb-4a87-8be4-40fcd702cdb6"},"_deposit":{"created_by":4,"id":"2000009","owner":"4","owners":[4],"pid":{"revision_id":0,"type":"depid","value":"2000009"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:02000009","sets":["1"]},"author_link":[],"control_number":"2000009","item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2023-10-31","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"53","bibliographicPageEnd":"36","bibliographicPageStart":"28","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 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 shear span ratio on structural performance of precast reinforced concrete core walls was clarified.","subitem_description_type":"Abstract"}]},"item_10002_full_name_3":{"attribute_name":"著者（英）","attribute_value_mlt":[{"names":[{"name":"Tadaharu,Nakachi  /  Xiao,Ma","nameLang":"en"}]}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/0002000009","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_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"仲地,唯治  /  マ,キョウ","creatorNameLang":"ja"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_access","date":[{"dateType":"Available","dateValue":"2024-02-09"}],"filename":"kiyou5304　028-036.pdf","filesize":[{"value":"6.8 MB"}],"format":"application/pdf","mimetype":"application/pdf","url":{"url":"https://fut.repo.nii.ac.jp/record/2000009/files/kiyou5304　028-036.pdf"},"version_id":"8ce0deed-a679-4c58-b9e9-fb10f25d3a59"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Reinforced Concrete, Core Wall, Precast, Shear Span Ratio, Horizontal Tied Rebar","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PCaコア壁においてせん断スパン比が構造性能に及ぼす影響","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PCaコア壁においてせん断スパン比が構造性能に及ぼす影響","subitem_title_language":"ja"},{"subitem_title":"Effect of Shear Span Ratio on Structural Performance of Precast Reinforced Concrete Core Walls with Horizontal Tied Rebars","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"4","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2024-02-09"},"publish_date":"2024-02-09","publish_status":"0","recid":"2000009","relation_version_is_last":true,"title":["水平つなぎ筋を有するRC造PCaコア壁においてせん断スパン比が構造性能に及ぼす影響"],"weko_creator_id":"4","weko_shared_id":-1},"updated":"2024-02-26T03:15:05.188247+00:00"}