{"created":"2023-05-15T08:55:26.321408+00:00","id":161,"links":{},"metadata":{"_buckets":{"deposit":"c3440db7-e7b6-456a-a360-c9bef30f8128"},"_deposit":{"created_by":4,"id":"161","owners":[4],"pid":{"revision_id":0,"type":"depid","value":"161"},"status":"published"},"_oai":{"id":"oai:niit.repo.nii.ac.jp:00000161","sets":["6:7:19"]},"author_link":["660","661","658","659"],"item_2_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2007-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"59","bibliographicPageStart":"51","bibliographicVolumeNumber":"12","bibliographic_titles":[{"bibliographic_title":"新潟工科大学研究紀要"}]}]},"item_2_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In this paper, the axial compression experiment of the super lightweight concrete (LAC) which uses super lightweight artificial aggregate, and the fiber reinforcement super lightweight concrete (FRA) which mixed the vinylon fiber in LAC is conducted. In this experiment, the fundamental compression properties including the confined effect of shear reinforcements is clarified by comparing with basic normal concrete (NC). As a conclusion, the following knowledge is suggested. a) Confined effects by shear reinforcements improve the compression ductility. b) LAC and FRA have the small confined effects as compared with NC. c) Maximum compressive stress can be evaluated using the specific gravity of concrete.","subitem_description_type":"Abstract"}]},"item_2_publisher_32":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"新潟工科大学"}]},"item_2_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1342-792X","subitem_source_identifier_type":"ISSN"}]},"item_2_source_id_9":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN10590360","subitem_source_identifier_type":"NCID"}]},"item_2_version_type_15":{"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":"中野, 克彦"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"田中, 卓"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-02-25"}],"displaytype":"detail","filename":"12_51-59.pdf","filesize":[{"value":"601.4 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"12_51-59.pdf","url":"https://niit.repo.nii.ac.jp/record/161/files/12_51-59.pdf"},"version_id":"87e8595b-78ec-48f2-b699-86c571c1b2d7"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"artificial super lightweight aggregate"},{"subitem_subject":"vinylon fiber"},{"subitem_subject":"compressive properties"},{"subitem_subject":"confined effect"},{"subitem_subject":"specific gravity"}]},"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":"超軽量人工骨材を用いたコンクリートの圧縮特性に関する実験的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"超軽量人工骨材を用いたコンクリートの圧縮特性に関する実験的研究","subitem_title_language":"ja"},{"subitem_title":"Compressive Properties of Concrete used Artificial Super Lightweight Aggregate","subitem_title_language":"en"}]},"item_type_id":"2","owner":"4","path":["19"],"pubdate":{"attribute_name":"公開日","attribute_value":"2010-11-08"},"publish_date":"2010-11-08","publish_status":"0","recid":"161","relation_version_is_last":true,"title":["超軽量人工骨材を用いたコンクリートの圧縮特性に関する実験的研究"],"weko_creator_id":"4","weko_shared_id":-1},"updated":"2023-06-20T05:25:57.128005+00:00"}