{"created":"2023-06-19T09:51:13.886707+00:00","id":8300,"links":{},"metadata":{"_buckets":{"deposit":"630e0311-d8a5-4f70-9039-636c373428db"},"_deposit":{"created_by":3,"id":"8300","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8300"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008300","sets":["502:505:675:715"]},"author_link":["44714","44713","44716","44715","44718","44717"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2007-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"91","bibliographicPageStart":"81","bibliographicVolumeNumber":"31","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":"根口, 百世"}],"nameIdentifiers":[{"nameIdentifier":"44713","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"南, 宏一"}],"nameIdentifiers":[{"nameIdentifier":"44714","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":"In this study, we experimented on 20 RC columns with LSC of 5, 10, 15 N/mm^2 grade. The test variables were difference of main reinforcement (round bar or deformed bar) and retrofitting or not. The test specimens with round main reinforcements did not brake with shear failure due to very small bond stress of the main reinforcements, and a state of the shear compressive failure by the slippage compressive failure on the diagonal of the concrete appears conspicuously. Therefore the relationship between shear load and the lateral displacement angle showed a property of ductility without the yield strength deterioration to 0.032 rad after maximum load although it almost showed the hysteresis curve of a remarkable reverse S-shaped. The maximum strength obtained from by a plasticity theory considering of a truss mechanism and an arch mechanism.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44715","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ネグチ, モモヨ"}]},{"nameIdentifiers":[{"nameIdentifier":"44716","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":"44717","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NEGUCHI, Momoyo","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44718","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":"Department of Architecture and Civil Engineering, Faculty of Engineering, Fukuyama University"}]},"item_1_text_9":{"attribute_name":"著者所属(日)","attribute_value_mlt":[{"subitem_text_value":"福山大学大学院博士課程地域空間工学専攻"},{"subitem_text_value":"福山大学工学部工学部建築・建設学科"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2007-12-01"}],"displaytype":"detail","filename":"KJ00005781716.pdf","filesize":[{"value":"1.1 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8300/files/KJ00005781716.pdf"},"version_id":"788054de-0525-4461-9c1b-7e67a954aa42"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"低強度コンクリート","subitem_subject_scheme":"Other"},{"subitem_subject":"丸鋼","subitem_subject_scheme":"Other"},{"subitem_subject":"調合設計","subitem_subject_scheme":"Other"},{"subitem_subject":"せん断破壊","subitem_subject_scheme":"Other"},{"subitem_subject":"終局耐力","subitem_subject_scheme":"Other"},{"subitem_subject":"Low strength concrete","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Round main reinforcement","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Concrete mixture","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Shear failure","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Ultimate strength","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":"低強度コンクリートを用いたRC柱のせん断耐力に関する実験的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"低強度コンクリートを用いたRC柱のせん断耐力に関する実験的研究"},{"subitem_title":"Experimental Study on Shear Strength of RC Columns with Low Strength Concrete","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["715"],"pubdate":{"attribute_name":"公開日","attribute_value":"2007-12-01"},"publish_date":"2007-12-01","publish_status":"0","recid":"8300","relation_version_is_last":true,"title":["低強度コンクリートを用いたRC柱のせん断耐力に関する実験的研究"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:26:16.230166+00:00"}