{"created":"2023-06-19T10:30:00.147839+00:00","id":10121,"links":{},"metadata":{"_buckets":{"deposit":"267ac0de-3311-4083-a8fd-cf6ddf85e696"},"_deposit":{"created_by":18,"id":"10121","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"10121"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00010121","sets":["216:275","216:408:284","46"]},"author_link":["57022","483","12523","9434","24840"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2018","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"888","bibliographicPageStart":"875","bibliographicVolumeNumber":"64A","bibliographic_titles":[{"bibliographic_title":"構造工学論文集. A","bibliographic_titleLang":"ja"},{"bibliographic_title":"Journal of structural engineering. 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The results obtained from these experiments were as follows: 1) the RC beams strengthened with both FRP rods statically reached an ultimate state due to FRP rods being debonded; 2) impact resistant effect of AFRP rod will be higher than that of CFRP rod; and 3) impact design formula for normal RC beams may be applicable for strengthening design for the RC beams with NSM-FRP rods.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_79_link_17":{"attribute_name":"出版者版へのリンク","attribute_value_mlt":[{"subitem_link_text":"10.11532/structcivil.64A.875","subitem_link_url":"https://doi.org/10.11532/structcivil.64A.875"}]},"item_79_link_5":{"attribute_name":"室蘭工業大学研究者データベースへのリンク","attribute_value_mlt":[{"subitem_link_text":"小室 雅人(KOMURO 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タカシ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2019-11-21"}],"displaytype":"detail","filename":"JSE_64A_875_888.pdf","filesize":[{"value":"4.9 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE_64A_875_888","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/10121/files/JSE_64A_875_888.pdf"},"version_id":"9dfb300e-3b4e-41e5-95bf-c252ff9254f1"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"下面埋設 FRP 補強材","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"AFRP ロッド","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"CFRP ロッド","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"RC 梁","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"耐衝撃性","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"NSM FRP reinforcement","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"AFRP rod","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"CFRP rod","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"RC beam","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"impact resistant capacity","subitem_subject_language":"en","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 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