{"created":"2023-06-19T11:40:07.054433+00:00","id":8426,"links":{},"metadata":{"_buckets":{"deposit":"5b0199fb-820f-4f00-a07c-6c95d62b6ace"},"_deposit":{"created_by":15,"id":"8426","owners":[15],"pid":{"revision_id":0,"type":"depid","value":"8426"},"status":"published"},"_oai":{"id":"oai:mie-u.repo.nii.ac.jp:00008426","sets":["366:638:639"]},"author_link":["21765","21766","21767"],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2010-04-01","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"650","bibliographicPageEnd":"699","bibliographicPageStart":"695","bibliographicVolumeNumber":"75","bibliographic_titles":[{"bibliographic_title":"日本建築学会構造系論文集"}]}]},"item_10001_description_19":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Compressive strength of concrete is usually corrected to predict so called true uniaxial compressive strength when the value is measured with specimens having height/diameter (h/d) of less than 2.0. As long as porous concrete is concerned, however, sufficient data is not obtained so far for the correction of the compressive strength. In the present study, a series of experiments was conducted to clarify the degree of influence of h/d ratio. As a result, it has been made clear that almost the same correction formula can be used for porous concrete as normal concrete. The proposed formula can be used also for core specimens from porous concrete structures to predict the relationships between the compressive strength and h/d of a specimen, as well as standard cylindrical specimens cast in molds.","subitem_description_type":"Abstract"}]},"item_10001_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本建築学会"}]},"item_10001_source_id_11":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN10438559","subitem_source_identifier_type":"NCID"}]},"item_10001_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1340-4202","subitem_source_identifier_type":"PISSN"}]},"item_10001_text_25":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_text_value":"INFLUENCE OF HEIGHT/DIAMETER RATIO OF SPECIMEN ON COMPRESSIVE STRENGTH OF POROUS CONCRETE"}]},"item_10001_text_70":{"attribute_name":"資源タイプ（三重大）","attribute_value_mlt":[{"subitem_text_value":"Journal Article / 学術雑誌論文"}]},"item_10001_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":"中川, 武志","creatorNameLang":"ja"},{"creatorName":"NAKAGAWA, Takeshi","creatorNameLang":"en"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"畑中, 重光","creatorNameLang":"ja"},{"creatorName":"HATANAKA, Shigemitsu","creatorNameLang":"en"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"三島, 直生","creatorNameLang":"ja"},{"creatorName":"MISHIMA, Naoki","creatorNameLang":"en"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-02-18"}],"displaytype":"detail","filename":"40A16029.pdf","filesize":[{"value":"1.5 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"40A16029.pdf","url":"https://mie-u.repo.nii.ac.jp/record/8426/files/40A16029.pdf"},"version_id":"5e1b6ccb-8174-468e-ba05-fc90c8f55dc4"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Porous concrete","subitem_subject_scheme":"Other"},{"subitem_subject":"Compressive stress","subitem_subject_scheme":"Other"},{"subitem_subject":"Height/Diameter ratio","subitem_subject_scheme":"Other"},{"subitem_subject":"Specimen","subitem_subject_scheme":"Other"},{"subitem_subject":"Core specimen","subitem_subject_scheme":"Other"},{"subitem_subject":"ポーラスコンクリート","subitem_subject_scheme":"Other"},{"subitem_subject":"圧縮強度","subitem_subject_scheme":"Other"},{"subitem_subject":"高さ/直径比","subitem_subject_scheme":"Other"},{"subitem_subject":"供試体","subitem_subject_scheme":"Other"},{"subitem_subject":"コア供試体","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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"供試体の高さ/直径比がポーラス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":"供試体の高さ/直径比がポーラスコンクリートの圧縮強度に及ぼす影響","subitem_title_language":"ja"}]},"item_type_id":"10001","owner":"15","path":["639"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2012-12-20"},"publish_date":"2012-12-20","publish_status":"0","recid":"8426","relation_version_is_last":true,"title":["供試体の高さ/直径比がポーラスコンクリートの圧縮強度に及ぼす影響"],"weko_creator_id":"15","weko_shared_id":-1},"updated":"2023-10-16T04:29:48.040989+00:00"}