{"created":"2023-05-15T08:55:27.020788+00:00","id":177,"links":{},"metadata":{"_buckets":{"deposit":"5eb294f4-be13-4c2c-8c1a-70a260a87139"},"_deposit":{"created_by":4,"id":"177","owners":[4],"pid":{"revision_id":0,"type":"depid","value":"177"},"status":"published"},"_oai":{"id":"oai:niit.repo.nii.ac.jp:00000177","sets":["6:7:20"]},"author_link":["722","723","720","721"],"item_2_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2008-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"69","bibliographicPageStart":"61","bibliographicVolumeNumber":"13","bibliographic_titles":[{"bibliographic_title":"新潟工科大学研究紀要"}]}]},"item_2_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In this paper, in order to clarify a problem when evaluating the structure performance of RC Footing Beams with Polymer Cement Mortar, the flexural-and-shear experiment of the beam which used 180-degree hook and the steel unit with yielded shear strength for the shear reinforcement was conducted, and structure performance has been grasped. Moreover, the problem when applying the conventional valuation method was shown by comparing with the experimental result of RC beam component confined the shear reinforcement.","subitem_description_type":"Abstract"}]},"item_2_publisher_32":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"新潟工科大学"}]},"item_2_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1342-792X","subitem_source_identifier_type":"ISSN"}]},"item_2_source_id_9":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN10590360","subitem_source_identifier_type":"NCID"}]},"item_2_version_type_15":{"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":"中野, 克彦"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"安藤, 祐太郎"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-02-25"}],"displaytype":"detail","filename":"13_61-69.pdf","filesize":[{"value":"1.4 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"13_61-69.pdf","url":"https://niit.repo.nii.ac.jp/record/177/files/13_61-69.pdf"},"version_id":"461d2fc2-b553-44ac-955c-8b9e65bbdb9d"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"polymer cement mortar"},{"subitem_subject":"footing beams"},{"subitem_subject":"flexial strengthening"},{"subitem_subject":"shear strengthening"},{"subitem_subject":"anchor bolt"}]},"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":"ポリマーセメントモルタルを用いて補強したRC 造基礎梁の補強効果に関する実験的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"ポリマーセメントモルタルを用いて補強したRC 造基礎梁の補強効果に関する実験的研究","subitem_title_language":"ja"},{"subitem_title":"Study on strengthening of RC Footing Beams with Polymer Cement Mortar","subitem_title_language":"en"}]},"item_type_id":"2","owner":"4","path":["20"],"pubdate":{"attribute_name":"公開日","attribute_value":"2010-11-08"},"publish_date":"2010-11-08","publish_status":"0","recid":"177","relation_version_is_last":true,"title":["ポリマーセメントモルタルを用いて補強したRC 造基礎梁の補強効果に関する実験的研究"],"weko_creator_id":"4","weko_shared_id":-1},"updated":"2023-06-20T05:32:23.595587+00:00"}