{"created":"2023-07-27T06:27:31.900305+00:00","id":11720,"links":{},"metadata":{"_buckets":{"deposit":"64813899-b843-44dd-aee8-21e14c29f169"},"_deposit":{"created_by":3,"id":"11720","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"11720"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00011720","sets":["934:941:1024:1029"]},"author_link":["63328","112333","1026","18327","72457","9852","104"],"item_7_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1979-03-25","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"1","bibliographicPageEnd":"14","bibliographicPageStart":"1","bibliographicVolumeNumber":"12","bibliographic_titles":[{"bibliographic_title":"金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University"}]}]},"item_7_creator_34":{"attribute_name":"著者別表示","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Kawamura, Mitsunori"}],"nameIdentifiers":[{},{},{}]},{"creatorNames":[{"creatorName":"Hasaba, Shigemasa"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"Koizumi, Toru"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Torii, Kazuyuki"}],"nameIdentifiers":[{},{}]}]},"item_7_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"   Recently, relatively massive concrete has been placed in the construction of the reservoir for waterworks. It has been frequently reported that the cracks in the vertical direction occured in the mass concrete. The cracks may mainly be caused by the thermal stresses arising from the restraint of the contraction of concrete at the heat dissipation. The measurements of the temperature and strains in a massive concrete reservoir were carried out to reveal the effect of the temperature rise on the tensile stresse induced on the surface of the concrete structure, giving the fundamental data for the control of cracking in massive concrete. The major conclusions obtained are as follows: \n(1)\tThe temperatures reach maxima 14 to 23 hours after placement of concrete, the maximum temperatures ranging from 20℃to 25℃in the massive concrete investigated here.\n(2)\tThe extensometers embedded in the various positions show the ultimate tensile strains smaller than 50 x 10⁻⁶ in the concrete structure in which any crack does not occur.\n(3)\tIt is found that the tensile stresses on the surface calculated using the strains measured were so small that the mass concrete did not crack.","subitem_description_type":"Abstract"}]},"item_7_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.24517/00011707","subitem_identifier_reg_type":"JaLC"}]},"item_7_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"金沢大学工学部 = Faculty of Technology Kanazawa University"}]},"item_7_source_id_11":{"attribute_name":"NCID","attribute_value_mlt":[{"subitem_source_identifier":"AN00044309","subitem_source_identifier_type":"NCID"}]},"item_7_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0022-832X","subitem_source_identifier_type":"ISSN"}]},"item_7_version_type_25":{"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":"川村, 満紀"}],"nameIdentifiers":[{"nameIdentifier":"9852","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"20019730","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=20019730"},{"nameIdentifier":"20019730","nameIdentifierScheme":"研究者番号","nameIdentifierURI":"https://nrid.nii.ac.jp/nrid/1000020019730"}]},{"creatorNames":[{"creatorName":"枷場, 重正"}],"nameIdentifiers":[{"nameIdentifier":"1026","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"30019690","nameIdentifierScheme":"金沢大学研究者情報","nameIdentifierURI":"http://ridb.kanazawa-u.ac.jp/public/detail.php?kaken=30019690"},{"nameIdentifier":"30019690","nameIdentifierScheme":"研究者番号","nameIdentifierURI":"https://nrid.nii.ac.jp/nrid/1000030019690"}]},{"creatorNames":[{"creatorName":"小泉, 徹"}],"nameIdentifiers":[{"nameIdentifier":"18327","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"鳥居, 和之"}],"nameIdentifiers":[{"nameIdentifier":"104","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"50115250","nameIdentifierScheme":"金沢大学研究者情報","nameIdentifierURI":"http://ridb.kanazawa-u.ac.jp/public/detail.php?kaken=50115250"},{"nameIdentifier":"50115250","nameIdentifierScheme":"研究者番号","nameIdentifierURI":"https://nrid.nii.ac.jp/nrid/1000050115250"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-10-03"}],"displaytype":"detail","filename":"AN00044309-12-1-1.pdf","filesize":[{"value":"325.0 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"AN00044309-12-1-1.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/11720/files/AN00044309-12-1-1.pdf"},"version_id":"bea8286f-8e5b-48de-9c5f-59fd72ee7a27"}]},"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":"マスコンクリート中の温度とひずみについて","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"マスコンクリート中の温度とひずみについて"},{"subitem_title":"Some Measurements of the Temparature and Strains in a Massive Concrete Structure","subitem_title_language":"en"}]},"item_type_id":"7","owner":"3","path":["1029"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-10-03"},"publish_date":"2017-10-03","publish_status":"0","recid":"11720","relation_version_is_last":true,"title":["マスコンクリート中の温度とひずみについて"],"weko_creator_id":"3","weko_shared_id":3},"updated":"2023-07-27T09:07:20.437098+00:00"}