{"created":"2023-06-19T09:51:10.286051+00:00","id":8215,"links":{},"metadata":{"_buckets":{"deposit":"cfb6b61a-21b1-4480-9fee-51e35e2a5953"},"_deposit":{"created_by":3,"id":"8215","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8215"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008215","sets":["502:505:675:713"]},"author_link":["44145","44144","44142","44146","44141","44143"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2005-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"79","bibliographicPageStart":"73","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":"寺井, 雅和"}],"nameIdentifiers":[{"nameIdentifier":"44141","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"南, 宏一"}],"nameIdentifiers":[{"nameIdentifier":"44142","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 influence which a few coefficients determine a mechanical performance of main bars do to earthquake energy consumption in formation of the plastic hinge of RC members was considered. This paper presents the experimental work on flexural behavior of Reinforce Concrete members with earthquake-resistant steel bars that was developed with Center for High-Tech Research Fukuyama University. Supposing the stress and the strain of RC beam with single and double reinforcement in the analysis, the P-6 relations were calculated with changing several parameters of materials.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44143","nameIdentifierScheme":"WEKO"}],"names":[{"name":"テライ, マサカズ"}]},{"nameIdentifiers":[{"nameIdentifier":"44144","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":"44145","nameIdentifierScheme":"WEKO"}],"names":[{"name":"TERAI, Masakazu","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44146","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":"Department of Architecture, Faculty of Engineering, 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":"福山大学工学部建築学科"},{"subitem_text_value":"福山大学工学部建築学科"}]},"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":"KJ00005781630.pdf","filesize":[{"value":"837.8 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8215/files/KJ00005781630.pdf"},"version_id":"b643fd5d-10e0-49a1-b82a-f31f205b57d0"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"鉄筋コンクリート梁","subitem_subject_scheme":"Other"},{"subitem_subject":"鉄筋コンクリート柱","subitem_subject_scheme":"Other"},{"subitem_subject":"耐震性新鋼材","subitem_subject_scheme":"Other"},{"subitem_subject":"曲げ変形性状","subitem_subject_scheme":"Other"},{"subitem_subject":"Reinforce Concrete Beam","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Reinforced Concrete Column","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Earthquake-Resistant Steel Bar","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Flexural Behavior","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":"主筋の力学的性状が鉄筋コンクリート部材の曲げ変形性状に及ぼす影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"主筋の力学的性状が鉄筋コンクリート部材の曲げ変形性状に及ぼす影響"},{"subitem_title":"Influence on Flexural Behavior of RC Members by the Properties of Main Bars","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":"8215","relation_version_is_last":true,"title":["主筋の力学的性状が鉄筋コンクリート部材の曲げ変形性状に及ぼす影響"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:27:45.097670+00:00"}