{"created":"2021-03-01T06:26:15.565161+00:00","id":18818,"links":{},"metadata":{"_buckets":{"deposit":"d833c162-39f6-49fb-9b9a-5741ade74f04"},"_deposit":{"id":"18818","owners":[],"pid":{"revision_id":0,"type":"depid","value":"18818"},"status":"published"},"_oai":{"id":"oai:nagoya.repo.nii.ac.jp:00018818","sets":["320:321:322"]},"author_link":["54937","54938","54939","54940"],"item_10_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2008","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"3","bibliographicPageEnd":"1632","bibliographicPageStart":"1627","bibliographicVolumeNumber":"30","bibliographic_titles":[{"bibliographic_title":"コンクリート工学年次論文集","bibliographic_titleLang":"ja"}]}]},"item_10_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"曲げ損傷したRC はりに断面修復を行い，その後再載荷することで補修後のRC はりの性能を実験的に評価した。載荷により荷重保持能力が極端に低下した場合でも，圧縮部を断面修復することで耐力を回復させ，ある程度の変形能を持たせることができた。また，2 次元有限要素解析を用いて，実験において観察された損傷領域ならびに補修後の力学挙動の解析的評価を行った。","subitem_description_language":"ja","subitem_description_type":"Abstract"}]},"item_10_identifier_60":{"attribute_name":"URI","attribute_value_mlt":[{"subitem_identifier_type":"HDL","subitem_identifier_uri":"http://hdl.handle.net/2237/20916"}]},"item_10_publisher_32":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本コンクリート工学会","subitem_publisher_language":"ja"}]},"item_10_select_15":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_10_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1347-7560","subitem_source_identifier_type":"PISSN"}]},"item_1615787544753":{"attribute_name":"出版タイプ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"河合, 真樹","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"54937","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"中村, 光","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"54938","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"上田, 尚史","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"54939","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"国枝, 稔","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"54940","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":"2018-02-21"}],"displaytype":"detail","filename":"030-01-3272.pdf","filesize":[{"value":"912.4 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"030-01-3272.pdf","objectType":"fulltext","url":"https://nagoya.repo.nii.ac.jp/record/18818/files/030-01-3272.pdf"},"version_id":"dbdb13e4-8fcf-4ef2-bc06-14052366a35b"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"補修後挙動","subitem_subject_scheme":"Other"},{"subitem_subject":"最大平均化ひずみ","subitem_subject_scheme":"Other"},{"subitem_subject":"損傷領域","subitem_subject_scheme":"Other"},{"subitem_subject":"断面修復","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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"RCはりの曲げ圧縮損傷領域と断面修復後性能の評価","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"RCはりの曲げ圧縮損傷領域と断面修復後性能の評価","subitem_title_language":"ja"}]},"item_type_id":"10","owner":"1","path":["322"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2014-12-05"},"publish_date":"2014-12-05","publish_status":"0","recid":"18818","relation_version_is_last":true,"title":["RCはりの曲げ圧縮損傷領域と断面修復後性能の評価"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-01-16T04:07:41.902399+00:00"}