{"created":"2023-05-15T11:02:41.964012+00:00","id":82,"links":{},"metadata":{"_buckets":{"deposit":"0ab02d77-5dfe-4f85-b3c4-1db2f82185a4"},"_deposit":{"created_by":11,"id":"82","owners":[11],"pid":{"revision_id":0,"type":"depid","value":"82"},"status":"published"},"_oai":{"id":"oai:iot.repo.nii.ac.jp:00000082","sets":["1:9"]},"author_link":["255","257","258","254","260","259","261","262","253","256"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2012","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"3","bibliographicPageEnd":"73","bibliographicPageStart":"68","bibliographic_titles":[{"bibliographic_title":"ものつくり大学紀要"},{"bibliographic_title":"The Bulletin of Institute of Technologists","bibliographic_titleLang":"en"}]}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"As a method of estimating the strength of structure concrete, the core specimen is generally used. If the method of core specimen is used, the damage to the structure and the necessity for repair arise. Therefore, the BOSS specimen with little damage to the structure was devised, and it has been a standard for NDIS number 3424. However, the present BOSS specimen is a 100×100×200mm prism, installation of the BOSS mold become difficult because of 200mm length. On the other hand, in ISO, a specimen 100×100×100mm cube is generally used for compressive strength test. Therefore, the BOSS specimen is also internationally good to use the 100×100×100mm cube specimen. In this study, the BOSS specimen which size is 100×100×100mm cube was devised, and the effect of form of BOSS Specimens on compressive strength of concrete were investigated.\n","subitem_description_type":"Abstract"},{"subitem_description":"本研究では，100×100×200mmのボス供試体を，半分の大きさの100×100×100mmの寸法にすることを考案し，ボス供試体の形状および寸法が強度性状に及ぼす影響について検討した．","subitem_description_type":"Abstract"}]},"item_10002_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"学校法人ものつくり大学"}]},"item_10002_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"2185-3746","subitem_source_identifier_type":"ISSN"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"菊田, 弘之"},{"creatorName":"キクタ, ヒロユキ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"253","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"後藤, 正明"},{"creatorName":"ゴトウ, マサアキ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"254","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"澤本, 武博"},{"creatorName":"サワモト, タケヒロ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"255","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"篠崎, 徹"},{"creatorName":"シノザキ, トオル","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"256","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"森濱, 和正"},{"creatorName":"モリハマ, カズマサ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"257","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Hiroyuki, KIKUTA","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"258","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Masaaki, GOTO","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"259","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Takehiro, SAWAMOTO","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"260","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Toru, SHINOZAKI","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"261","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Kazumasa, MORIHAMA","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"262","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":"2017-06-06"}],"displaytype":"detail","filename":"bulletin_59.pdf","filesize":[{"value":"1.6 MB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"ボス供試体の形状および寸法がコンクリートの圧縮強度に及ぼす影響","url":"https://iot.repo.nii.ac.jp/record/82/files/bulletin_59.pdf"},"version_id":"ed2e9277-5348-4419-957d-701f40c2e4bb"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Concrete","subitem_subject_scheme":"Other"},{"subitem_subject":"Non-destructive testing","subitem_subject_scheme":"Other"},{"subitem_subject":"BOSS specimen","subitem_subject_scheme":"Other"},{"subitem_subject":"Compressive strength","subitem_subject_scheme":"Other"},{"subitem_subject":"Concrete","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Non-destructive testing","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"BOSS specimen","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Compressive strength","subitem_subject_language":"en","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":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"ボス供試体の形状および寸法がコンクリートの圧縮強度に及ぼす影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"ボス供試体の形状および寸法がコンクリートの圧縮強度に及ぼす影響"},{"subitem_title":"Effects of From and Measure of BOSS Specimens\\non Compressive Strength of Concrete","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"11","path":["9"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-06-06"},"publish_date":"2017-06-06","publish_status":"0","recid":"82","relation_version_is_last":true,"title":["ボス供試体の形状および寸法がコンクリートの圧縮強度に及ぼす影響"],"weko_creator_id":"11","weko_shared_id":-1},"updated":"2023-05-15T11:16:00.179522+00:00"}