{"created":"2023-06-19T09:51:07.089268+00:00","id":8140,"links":{},"metadata":{"_buckets":{"deposit":"fc3d6a6b-6534-4c6a-941a-551eb7375eea"},"_deposit":{"created_by":3,"id":"8140","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8140"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008140","sets":["502:505:675:711"]},"author_link":["43652","43657","43655","43660","43654","43662","43659","43661","43653","43663","43656","43658"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2003-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"129","bibliographicPageStart":"123","bibliographicVolumeNumber":"27","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":"43652","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"南, 宏一"}],"nameIdentifiers":[{"nameIdentifier":"43653","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"吉村, 博文"}],"nameIdentifiers":[{"nameIdentifier":"43654","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"福本, 誘士"}],"nameIdentifiers":[{"nameIdentifier":"43655","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":"This paper presents the experimental and the analytical 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 reinforcement in the analysis, the P-6 relations and the M-ψ 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":"43656","nameIdentifierScheme":"WEKO"}],"names":[{"name":"テライ, マサカズ"}]},{"nameIdentifiers":[{"nameIdentifier":"43657","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ミナミ, コウイチ"}]},{"nameIdentifiers":[{"nameIdentifier":"43658","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ヨシムラ, ヒロフミ"}]},{"nameIdentifiers":[{"nameIdentifier":"43659","nameIdentifierScheme":"WEKO"}],"names":[{"name":"フクモト, ユウシ"}]}]},"item_1_full_name_8":{"attribute_name":"著者名(英)","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"43660","nameIdentifierScheme":"WEKO"}],"names":[{"name":"TERAI, Masakazu","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"43661","nameIdentifierScheme":"WEKO"}],"names":[{"name":"MINAMI, Koichi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"43662","nameIdentifierScheme":"WEKO"}],"names":[{"name":"YOSHIMURA, Hirofumi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"43663","nameIdentifierScheme":"WEKO"}],"names":[{"name":"FUKUMOTO, Yuhshi","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"},{"subitem_text_language":"en","subitem_text_value":"Department of Mechanical System Engineering, Faculty of Engineering, Fukuyama University"},{"subitem_text_language":"en","subitem_text_value":"Department of Civil and Environmental Engineering, Faculty of Engineering, Fukuyama University"}]},"item_1_text_9":{"attribute_name":"著者所属(日)","attribute_value_mlt":[{"subitem_text_value":"福山大学工学部建築学科"},{"subitem_text_value":"福山大学工学部建築学科"},{"subitem_text_value":"福山大学工学部機械システム工学科"},{"subitem_text_value":"福山大学工学部建設環境工学科"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2003-12-01"}],"displaytype":"detail","filename":"KJ00005781536.pdf","filesize":[{"value":"603.3 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8140/files/KJ00005781536.pdf"},"version_id":"d283ac4a-7e54-41f6-ade5-8e1483f1dd20"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"鉄筋コンクリート","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","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":"耐震性新鋼材の鉄筋棒鋼を用いたRC部材の曲げ変形性状に関する一考察","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"耐震性新鋼材の鉄筋棒鋼を用いたRC部材の曲げ変形性状に関する一考察"},{"subitem_title":"A Study of Flexural Behavior of RC Members with Earthquake-Resistant Steel Bars","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["711"],"pubdate":{"attribute_name":"公開日","attribute_value":"2003-12-01"},"publish_date":"2003-12-01","publish_status":"0","recid":"8140","relation_version_is_last":true,"title":["耐震性新鋼材の鉄筋棒鋼を用いたRC部材の曲げ変形性状に関する一考察"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:29:18.594603+00:00"}