{"created":"2023-06-19T10:30:07.889148+00:00","id":10311,"links":{},"metadata":{"_buckets":{"deposit":"a373b5d7-2465-4ec5-a27e-7a20946945ac"},"_deposit":{"created_by":18,"id":"10311","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"10311"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00010311","sets":["216:275","216:490","46"]},"author_link":["483","9434","24840","57827"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2019","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"974","bibliographicPageStart":"964","bibliographicVolumeNumber":"65","bibliographic_titles":[{"bibliographic_title":"構造工学論文集 Ａ","bibliographic_titleLang":"ja"}]}]},"item_79_description_23":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_79_description_7":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In order to establish a rational impact resistant upgrading method for RC members, consecutive falling-weight impact loading tests of flexural strengthened RC beams with Aramid Fiber Reinforced Polymer (AFRP) sheet were conducted. Impact load was subjected by falling a 300 kg steel weight from the predetermined height. The height was increased in order of 1, 2, 2.5, and 3 m up to reach the ultimate state of the beam. The results obtained from this study were as follows: (1) strengthening effects of the sheet under the impact loading may be more than twice that under static loading; and (2) the accumulated impact energy for strengthened RC beams with AFRP sheet can be expected more than twice that for not strengthened ones.","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.65A.964","subitem_link_url":"https://doi.org/10.11532/structcivil.65A.964"}]},"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 Masato）","subitem_link_url":"http://rdsoran.muroran-it.ac.jp/html/100000258_ja.html"}]},"item_79_publisher_11":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会","subitem_publisher_language":"ja"}]},"item_79_relation_18":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.11532/structcivil.65A.964","subitem_relation_type_select":"DOI"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"© 2019 土木学会","subitem_rights_language":"ja"}]},"item_79_source_id_12":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1881-6614","subitem_source_identifier_type":"ISSN"}]},"item_79_subject_9":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"511","subitem_subject_scheme":"NDC"}]},"item_79_version_type_21":{"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_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorAffiliations":[{"affiliationNameIdentifiers":[{}],"affiliationNames":[{},{}]}],"creatorNames":[{"creatorName":"KISHI,  Norimitsu","creatorNameLang":"en"},{"creatorName":"岸, 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浩","creatorNameLang":"ja"},{"creatorName":"MIKAMI, Hiroshi","creatorNameLang":"en"},{"creatorName":"ミカミ, ヒロシ","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":"2020-07-20"}],"displaytype":"detail","filename":"JSE_65A_964_974.pdf","filesize":[{"value":"2.4 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