{"created":"2023-05-15T08:55:25.280016+00:00","id":138,"links":{},"metadata":{"_buckets":{"deposit":"d7f4e4bd-3e03-44be-9747-0c89f2557cdc"},"_deposit":{"created_by":4,"id":"138","owners":[4],"pid":{"revision_id":0,"type":"depid","value":"138"},"status":"published"},"_oai":{"id":"oai:niit.repo.nii.ac.jp:00000138","sets":["6:7:17"]},"author_link":["555","554"],"item_2_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2005-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"98","bibliographicPageStart":"77","bibliographicVolumeNumber":"10","bibliographic_titles":[{"bibliographic_title":"新潟工科大学研究紀要"}]}]},"item_2_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Shear transfer across a definite interface must frequently be considered in the design of precast concrete connections. As the following various resistances in the effecting shear transfer strength are given: (1) dowel action, (2) shear-key, (3) friction with axial force, (4) adherence on the concrete surface. The purpose of this paper is to reveal the compound effects of the various resistance elements. Basic experiments on the interface shear transfer at the precast joint faces were carried out. Ten panel type specimens with the same dimensions were tested. As the conclusion, the relation of the shear transfer mechanism and shear displacement behaviour in the concrete connection is clarified. Also the evaluation equation of the shear transfer strength with consideration to the shear displacement conformity is proposed.","subitem_description_type":"Abstract"}]},"item_2_publisher_32":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"新潟工科大学"}]},"item_2_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1342-792X","subitem_source_identifier_type":"ISSN"}]},"item_2_source_id_9":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN10590360","subitem_source_identifier_type":"NCID"}]},"item_2_version_type_15":{"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":"中野, 克彦"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-02-25"}],"displaytype":"detail","filename":"10_77-98.pdf","filesize":[{"value":"412.4 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"10_77-98.pdf","url":"https://niit.repo.nii.ac.jp/record/138/files/10_77-98.pdf"},"version_id":"2c08189e-580c-4757-a726-d5883de1940c"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"precast concrete connections"},{"subitem_subject":"dowel action of joint bars"},{"subitem_subject":"shear-key resistance"},{"subitem_subject":"friction with compressive axial force"},{"subitem_subject":"adherence on the concrete surface"},{"subitem_subject":"shear displacement"}]},"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":"プレキャスト鉄筋コンクリート構造接合部の変形を考慮した設計手法","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"プレキャスト鉄筋コンクリート構造接合部の変形を考慮した設計手法","subitem_title_language":"ja"},{"subitem_title":"Design method Considering of Shear transfer Elements in Precast Concrete Connections","subitem_title_language":"en"}]},"item_type_id":"2","owner":"4","path":["17"],"pubdate":{"attribute_name":"公開日","attribute_value":"2010-11-08"},"publish_date":"2010-11-08","publish_status":"0","recid":"138","relation_version_is_last":true,"title":["プレキャスト鉄筋コンクリート構造接合部の変形を考慮した設計手法"],"weko_creator_id":"4","weko_shared_id":-1},"updated":"2023-06-20T05:20:27.363381+00:00"}