{"created":"2023-06-20T13:42:48.718446+00:00","id":393,"links":{},"metadata":{"_buckets":{"deposit":"9b098f17-8479-42af-9e45-3a67547755bd"},"_deposit":{"created_by":2,"id":"393","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"393"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00000393","sets":["1"]},"author_link":["9806","9807"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2003-03-20","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"33","bibliographicPageEnd":"182","bibliographicPageStart":"175","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":"The author reported previously that concrete with the larger water cement ratio showed the smaller value of elastic modulus man those of the theoretical obtained from the two-phase structural model and that the decrease of the value from the theoretical one enlarged with the larger gravel size and with the larger volume content of gravel in concrete at the same water-cement ratio. Experiments on concrete with crushed rock and super light-weight beads were carried out. The analysis revealed that the experimental value of the elastic modulus was lower than the theoretical and the decrease enlarged with the smaller cement water ratio.","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/00000387","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":"TF00008846","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":"9806","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Kawakami, Hideo","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"9807","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":"KJ00004279698.pdf","filesize":[{"value":"431.9 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"KJ00004279698.pdf","url":"https://fut.repo.nii.ac.jp/record/393/files/KJ00004279698.pdf"},"version_id":"47efd8db-c25b-4b58-b994-1b49abc45c91"}]},"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":"砕石及び超軽量骨材がコンクリートの強度・弾性係数に及ぼす影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"砕石及び超軽量骨材がコンクリートの強度・弾性係数に及ぼす影響"},{"subitem_title":"Effects of crushed aggregate and super light weight aggregate on compressive strength and 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":"393","relation_version_is_last":true,"title":["砕石及び超軽量骨材がコンクリートの強度・弾性係数に及ぼす影響"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T14:33:27.838438+00:00"}