{"created":"2023-06-20T13:42:47.620897+00:00","id":371,"links":{},"metadata":{"_buckets":{"deposit":"98d3de6a-b1ea-4c89-9659-38a0e6d8e874"},"_deposit":{"created_by":2,"id":"371","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"371"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00000371","sets":["1"]},"author_link":["9746","9745"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2005-03-18","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"35","bibliographicPageEnd":"132","bibliographicPageStart":"125","bibliographic_titles":[{"bibliographic_title":"福井工業大学研究紀要. 第一部"}]}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"A strength-free estimation of the elastic modulus of concrete by two-phase structural model analysis is porposed. The model analysis is applied to concrete in two steps. The first analysis is applied to cement paste and sand, consisting mortar. The second step is carried out to mortar and coarse aggregate, consisting concrete. The test results verified that the two-step model analysis gave the value of elastic modulus closer to the test results than the one obtained from the conventional estimation with the density and the strength of concrete.","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/00000365","subitem_identifier_reg_type":"JaLC"}]},"item_10002_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"福井工業大学"}]},"item_10002_relation_11":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"TF00008824","subitem_relation_type_select":"NCID"}}]},"item_10002_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"2868571","subitem_source_identifier_type":"ISSN"}]},"item_10002_version_type_20":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"川上, 英男"}],"nameIdentifiers":[{"nameIdentifier":"9745","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"KAWAKAMI, Hideo","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"9746","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":"2023-04-12"}],"displaytype":"detail","filename":"KJ00004179104.pdf","filesize":[{"value":"492.8 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"KJ00004179104.pdf","url":"https://fut.repo.nii.ac.jp/record/371/files/KJ00004179104.pdf"},"version_id":"a8d442cf-d912-4018-bef5-b1e952404ca3"}]},"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":"複合理論によるコンクリートの弾性係数評価","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"複合理論によるコンクリートの弾性係数評価"},{"subitem_title":"A strength-free estimation of the elastic modulus fo concrete by two-phase structural model","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2009-04-04"},"publish_date":"2009-04-04","publish_status":"0","recid":"371","relation_version_is_last":true,"title":["複合理論によるコンクリートの弾性係数評価"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T14:33:55.479538+00:00"}