{"created":"2023-06-20T15:40:43.397655+00:00","id":975,"links":{},"metadata":{"_buckets":{"deposit":"ee3feec4-3d55-4411-8aca-eb70dd9a6495"},"_deposit":{"created_by":17,"id":"975","owners":[17],"pid":{"revision_id":0,"type":"depid","value":"975"},"status":"published"},"_oai":{"id":"oai:nagano-nct.repo.nii.ac.jp:00000975","sets":["3:65"]},"author_link":["33","1940","37","38","42","1951"],"item_10002_alternative_title_1":{"attribute_name":"その他（別言語等）のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Study of failure properties of RC column reinforced with steel bar which acting by tensile stress"}]},"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2015-06-30","bibliographicIssueDateType":"Issued"},"bibliographicPageStart":"1-6","bibliographicVolumeNumber":"49","bibliographic_titles":[{"bibliographic_title":"長野工業高等専門学校紀要"},{"bibliographic_title":"Memoirs of Nagano National College of Technology","bibliographic_titleLang":"en"}]}]},"item_10002_description_19":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In this study, in order to not expand crack and tensile principal strain, proposing to reinforcement for RC column, and verifying effect reinforcement. Reinforcing system is, at first, threaded steel bar was inserted to a hole, which has been opened at RC column. Next, steel bar was acting tensile force by tightening a nut, as a result, producing compressive force in horizontal direction to RC column.\nAs the results of compression test for RC columns, when compressive forces had been acting on RC-column cross-section on 2-direction (in a case of acting torque of 160[N・m] at reinforcing bolt-nut), load capacity did not increased. However, it was found that controlling of not expanding crack and not increasing of tensile strain.","subitem_description_type":"Abstract"}]},"item_10002_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"42","nameIdentifierScheme":"WEKO"}],"names":[{"name":"MARUYAMA, Kentaroh"}]},{"nameIdentifiers":[{"nameIdentifier":"38","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ENDOH, Norio"}]},{"nameIdentifiers":[{"nameIdentifier":"1951","nameIdentifierScheme":"WEKO"}],"names":[{"name":"YAMAGUCHI, Hiroki"}]}]},"item_10002_heading_23":{"attribute_name":"見出し","attribute_value_mlt":[{"subitem_heading_banner_headline":"学術論文","subitem_heading_language":"ja"}]},"item_10002_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"長野工業高等専門学校"}]},"item_10002_source_id_11":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA1259397X","subitem_source_identifier_type":"NCID"}]},"item_10002_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1882-9155","subitem_source_identifier_type":"ISSN"}]},"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":"丸山, 健太郎"}],"nameIdentifiers":[{"nameIdentifier":"37","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"遠藤, 典男"}],"nameIdentifiers":[{"nameIdentifier":"33","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"山口, 広暉"}],"nameIdentifiers":[{"nameIdentifier":"1940","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":"2015-06-30"}],"displaytype":"detail","filename":"49_1-6.pdf","filesize":[{"value":"569.9 kB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"49_1-6","url":"https://nagano-nct.repo.nii.ac.jp/record/975/files/49_1-6.pdf"},"version_id":"b44bf5d2-f7cf-4fe9-9271-f7a8fcaf2c51"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"鋼棒挿入","subitem_subject_scheme":"Other"},{"subitem_subject":"プレストレス","subitem_subject_scheme":"Other"},{"subitem_subject":"ひび割れ補強","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":"鉄筋コンクリート柱の部材軸直角方向に圧縮力を作用させることによる補強効果の研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"鉄筋コンクリート柱の部材軸直角方向に圧縮力を作用させることによる補強効果の研究"}]},"item_type_id":"10002","owner":"17","path":["65"],"pubdate":{"attribute_name":"公開日","attribute_value":"2015-07-10"},"publish_date":"2015-07-10","publish_status":"0","recid":"975","relation_version_is_last":true,"title":["鉄筋コンクリート柱の部材軸直角方向に圧縮力を作用させることによる補強効果の研究"],"weko_creator_id":"17","weko_shared_id":-1},"updated":"2023-06-20T15:53:30.290477+00:00"}