{"created":"2023-05-15T12:35:24.149432+00:00","id":4290,"links":{},"metadata":{"_buckets":{"deposit":"a99e7647-20b4-4873-b932-027ef00459b7"},"_deposit":{"created_by":91,"id":"4290","owners":[91],"pid":{"revision_id":0,"type":"depid","value":"4290"},"status":"published"},"_oai":{"id":"oai:nitech.repo.nii.ac.jp:00004290","sets":["31"]},"author_link":["8728","12934","8728"],"item_10001_alternative_title_24":{"attribute_name":"その他（別言語等）のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"タジク　テイアッシュク　オウリョク　オ　ウケル　コンクリート　ノ　ネツ　ボウチョウ　ト　クリープ","subitem_alternative_title_language":"ja-Kana"},{"subitem_alternative_title":"The Effect of Water Content on Thermal Expansion and Creep of Concrete Under Constant Mueti-Axial Stress","subitem_alternative_title_language":"en"}]},"item_10001_biblio_info_28":{"attribute_name":"bibliographic_information","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1994-06-30","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"460","bibliographicPageEnd":"25","bibliographicPageStart":"19","bibliographic_titles":[{"bibliographic_title":"日本建築学会構造系論文報告集","bibliographic_titleLang":"ja"}]}]},"item_10001_description_36":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"The purpose of this study is to obtain the effect of water content on thermal expansion of plain concrete under multi-axial constant stress conditions. The conclusion is the following ; The thermal expansion of pre-heated concrete between 20℃ and 100℃, under constant compressive stress including tri-axial loading in which maximum compressive stress is below the one third of strength, can be concluded to be equal to the sum of elastic deformation caused by external forces and by the thermal expansion without external load. But the thermal expansion of air dried and water saturated concrete is smaller than that of free expansion. The strain of these concretes can be obtained as the sum of elastic deformation, free thermal expansion and creep strain. The creep strain of concrete at any temperature can be obtained by using Time Temperature Equivalence Principle.","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_10001_full_name_27":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"8728","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"1000020252314","nameIdentifierScheme":"NRID","nameIdentifierURI":"http://rns.nii.ac.jp/nr/1000020252314"}],"names":[{"name":"Kawabe, Shinji"}]}]},"item_10001_publisher_29":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本建築学会","subitem_publisher_language":"ja"}]},"item_10001_relation_35":{"attribute_name":"item_10001_relation_35","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_text":"110004302781"}],"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"http://ci.nii.ac.jp/naid/110004302781","subitem_relation_type_select":"NAID"}}]},"item_10001_source_id_30":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1340-4202","subitem_source_identifier_type":"ISSN"}]},"item_10001_source_id_32":{"attribute_name":"item_10001_source_id_32","attribute_value_mlt":[{"subitem_source_identifier":"AN10438559","subitem_source_identifier_type":"NCID"}]},"item_10001_version_type_33":{"attribute_name":"出版タイプ","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":"岡島, 達雄"},{"creatorName":"&EMPTY&","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"12934","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"河邊, 伸二"},{"creatorName":"カワベ, シンジ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"8728","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"1000020252314","nameIdentifierScheme":"NRID","nameIdentifierURI":"http://rns.nii.ac.jp/nr/1000020252314"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-01-23"}],"displaytype":"detail","filename":"JSCE_460_19.pdf","filesize":[{"value":"590.5 kB"}],"format":"application/pdf","license_note":"社団法人日本建築学会","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"本文_fulltext","url":"https://nitech.repo.nii.ac.jp/record/4290/files/JSCE_460_19.pdf"},"version_id":"f84e4c9d-fa45-485d-8947-f448c737da08"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"item_resource_type":{"attribute_name":"item_resource_type","attribute_value_mlt":[{"resourcetype":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"多軸定圧縮応力を受けるコンクリートの熱膨張とクリープ","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"多軸定圧縮応力を受けるコンクリートの熱膨張とクリープ","subitem_title_language":"ja"}]},"item_type_id":"10001","owner":"91","path":["31"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2012-11-07"},"publish_date":"2012-11-07","publish_status":"0","recid":"4290","relation_version_is_last":true,"title":["多軸定圧縮応力を受けるコンクリートの熱膨張とクリープ"],"weko_creator_id":"91","weko_shared_id":-1},"updated":"2025-03-14T00:46:07.710527+00:00"}