{"created":"2023-06-20T13:42:39.421541+00:00","id":204,"links":{},"metadata":{"_buckets":{"deposit":"6c35df5f-6ccf-4415-835c-cbd6d4c728cf"},"_deposit":{"created_by":2,"id":"204","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"204"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00000204","sets":["1"]},"author_link":["9151","9150"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2004-03-20","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"34","bibliographicPageEnd":"162","bibliographicPageStart":"155","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":"Experiments on concrete with five different coarse aggregates were carried out. The aggregates were river gravel, crushed rock and three kinds of artificial light weight aggregate. The analysis of the experimental results revealed the elastic modulus obtained from the experiments were lower than those of the theoretical calculated from the two-phase structural model and the decrease enlarged with the smaller cement water ratio. These facts indicate that the elastic modulus of concrete are affected by the surface layer of the coarse aggregate as well as the elastic modulus of constituents.","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/00000198","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":"TF00008657","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":"9150","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Kawakami, Hideo","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"9151","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":"KJ00004259123.pdf","filesize":[{"value":"483.6 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"KJ00004259123.pdf","url":"https://fut.repo.nii.ac.jp/record/204/files/KJ00004259123.pdf"},"version_id":"6a322b1d-e0cf-4a6e-bb23-6779b7eede54"}]},"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":"粗骨材種類とコンクリートの弾性係数","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"粗骨材種類とコンクリートの弾性係数"},{"subitem_title":"Effects of Course Aggregate on Elastic Modulus of Concrete","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":"204","relation_version_is_last":true,"title":["粗骨材種類とコンクリートの弾性係数"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T14:37:31.466366+00:00"}