{"created":"2023-06-20T13:43:17.888153+00:00","id":1016,"links":{},"metadata":{"_buckets":{"deposit":"bce4f9d7-0307-4a82-b2c4-87735df50c9f"},"_deposit":{"created_by":2,"id":"1016","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"1016"},"status":"published"},"_oai":{"id":"oai:fut.repo.nii.ac.jp:00001016","sets":["1"]},"author_link":["12052","12051"],"item_10002_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2011-08-02","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"41","bibliographicPageEnd":"233","bibliographicPageStart":"224","bibliographic_titles":[{"bibliographic_title":"福井工業大学研究紀要"}]}]},"item_10002_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Reinforced concrete which rolled around the existed one is typical method of repair and strengthening for concrete member. However the cases damaged by initial cracks have been seen sometimes in construction site. As a result restrained by existed concrete, these cracking on new one have been initiated between some months after concrete placing. In this study, the effect on place and time of construction based on the operated example were considered analytically, and a new useful method which would be not caused initial cracks was proposed.","subitem_description_type":"Abstract"}]},"item_10002_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.57375/00001010","subitem_identifier_reg_type":"JaLC"}]},"item_10002_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"福井工業大学"}]},"item_10002_relation_11":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"TF00009469","subitem_relation_type_select":"NCID"}}]},"item_10002_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":"橋場, 盛"}],"nameIdentifiers":[{"nameIdentifier":"12051","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"HASHIBA, Mori","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"12052","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":"2023-04-12"}],"displaytype":"detail","filename":"kiyou4128.pdf","filesize":[{"value":"6.0 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"kiyou4128.pdf","url":"https://fut.repo.nii.ac.jp/record/1016/files/kiyou4128.pdf"},"version_id":"e4bd2dfe-2d50-4ad1-a5a1-06cb37847840"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"concrete","subitem_subject_scheme":"Other"},{"subitem_subject":"initial crack","subitem_subject_scheme":"Other"},{"subitem_subject":"dry shrinkage","subitem_subject_scheme":"Other"},{"subitem_subject":"moisture transfer","subitem_subject_scheme":"Other"},{"subitem_subject":"restrained stress","subitem_subject_scheme":"Other"}]},"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":"RC巻き立てコンクリートのひび割れに関する考察","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"RC巻き立てコンクリートのひび割れに関する考察"},{"subitem_title":"Consideration on crack of RC rolled around the existed concrete","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"2","path":["1"],"pubdate":{"attribute_name":"公開日","attribute_value":"2011-08-02"},"publish_date":"2011-08-02","publish_status":"0","recid":"1016","relation_version_is_last":true,"title":["RC巻き立てコンクリートのひび割れに関する考察"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-06-20T14:21:08.590602+00:00"}