{"created":"2023-06-19T09:51:10.623408+00:00","id":8223,"links":{},"metadata":{"_buckets":{"deposit":"bd1ecb3f-edfd-4511-8cf1-6d6aeb8f0ac3"},"_deposit":{"created_by":3,"id":"8223","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8223"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008223","sets":["502:505:675:713"]},"author_link":["44207","44208","44210","44209","44212","44211","44213","44214","44215"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2005-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"154","bibliographicPageStart":"147","bibliographicVolumeNumber":"29","bibliographic_titles":[{"bibliographic_title":"福山大学工学部紀要"}]}]},"item_1_creator_6":{"attribute_name":"著者名(日)","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"木下, 拓也"}],"nameIdentifiers":[{"nameIdentifier":"44207","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"福原, 実苗"}],"nameIdentifiers":[{"nameIdentifier":"44208","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"南, 宏一"}],"nameIdentifiers":[{"nameIdentifier":"44209","nameIdentifierScheme":"WEKO"}]}]},"item_1_description_1":{"attribute_name":"ページ属性","attribute_value_mlt":[{"subitem_description":"P(論文)","subitem_description_type":"Other"}]},"item_1_description_12":{"attribute_name":"抄録(英)","attribute_value_mlt":[{"subitem_description":"The shear failure of the RC columns with the high strength shearing reinforcement has been clarified by the current research. The flexural failure properties of the RC columns which had been built with the high strength shear reinforcement of 1275N/mm^2 and the concrete of 39N/mm^2 were examined. When the amount of the shearing reinforcement increases, it has been understood that ultimate strength and the deformation capability increase both. It has been understood that concrete is confined with the high strength shear reinforcement as a factor to give such a result in this research.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44210","nameIdentifierScheme":"WEKO"}],"names":[{"name":"キノシタ, タクヤ"}]},{"nameIdentifiers":[{"nameIdentifier":"44211","nameIdentifierScheme":"WEKO"}],"names":[{"name":"フクハラ, ミナエ"}]},{"nameIdentifiers":[{"nameIdentifier":"44212","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ミナミ, コウイチ"}]}]},"item_1_full_name_8":{"attribute_name":"著者名(英)","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44213","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KINOSHITA, Takuya","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44214","nameIdentifierScheme":"WEKO"}],"names":[{"name":"FUKUHARA, Minae","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44215","nameIdentifierScheme":"WEKO"}],"names":[{"name":"MINAMI, Koichi","nameLang":"en"}]}]},"item_1_source_id_13":{"attribute_name":"雑誌書誌ID","attribute_value_mlt":[{"subitem_source_identifier":"AN00217655","subitem_source_identifier_type":"NCID"}]},"item_1_text_10":{"attribute_name":"著者所属(英)","attribute_value_mlt":[{"subitem_text_language":"en","subitem_text_value":"Fukuyama University"},{"subitem_text_language":"en","subitem_text_value":"Fukuyama University"},{"subitem_text_language":"en","subitem_text_value":"Department of Architecture, Faculty of Engineering, Fukuyama University"}]},"item_1_text_9":{"attribute_name":"著者所属(日)","attribute_value_mlt":[{"subitem_text_value":"福山大学大学院修士課程建築学専攻"},{"subitem_text_value":"福山大学大学院修士課程建築学専攻"},{"subitem_text_value":"福山大学工学部工学部建築学科"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2005-12-01"}],"displaytype":"detail","filename":"KJ00005781638.pdf","filesize":[{"value":"1.6 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8223/files/KJ00005781638.pdf"},"version_id":"f3a87038-c74b-43f2-bbf9-272f1dbd18c3"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"高強度せん断補強筋","subitem_subject_scheme":"Other"},{"subitem_subject":"曲げ破壊","subitem_subject_scheme":"Other"},{"subitem_subject":"変形能力","subitem_subject_scheme":"Other"},{"subitem_subject":"RC柱","subitem_subject_scheme":"Other"},{"subitem_subject":"High-strength Shear Reinforcement","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Flexure Failure","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Deformation capability","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"RC Columns","subitem_subject_language":"en","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":"高強度せん断補強筋を用いたRC柱の曲げ破壊性状に関する実験的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"高強度せん断補強筋を用いたRC柱の曲げ破壊性状に関する実験的研究"},{"subitem_title":"Flexure Failure Properties of Reinforced Concrete Columns with High-strength Shear Reinforcement","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["713"],"pubdate":{"attribute_name":"公開日","attribute_value":"2005-12-01"},"publish_date":"2005-12-01","publish_status":"0","recid":"8223","relation_version_is_last":true,"title":["高強度せん断補強筋を用いたRC柱の曲げ破壊性状に関する実験的研究"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:27:52.254606+00:00"}