{"created":"2023-06-19T10:29:59.565962+00:00","id":10107,"links":{},"metadata":{"_buckets":{"deposit":"9732d4cf-1b90-476f-bfca-2ceb2a156f67"},"_deposit":{"created_by":18,"id":"10107","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"10107"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00010107","sets":["216:275","216:408:284","46"]},"author_link":["483","12523","9434","24840"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2014","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"586","bibliographicPageStart":"575","bibliographicVolumeNumber":"60A","bibliographic_titles":[{"bibliographic_title":"構造工学論文集. A","bibliographic_titleLang":"ja"},{"bibliographic_title":"Journal of structural engineering. A","bibliographic_titleLang":"en"}]}]},"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 this study, in order to investigate the effects of plate volume on load-carrying capacity and debonding behavior of the reinforced RC beams with submerged FRP plate, the static four-point loading tests were conducted taking material properties and mass of FRP plate as variables. Bonding capacity of the adhesive was also investigated comparing with the experimental results for RC beams reinforced with the same adhesive under the dry condition. From this study, the following results were obtained: 1) flexural load-carrying capacity of the RC beams can be improved by increasing plate volume with limitation; 2) plate debonding may be restrained by applying FRP plate with high Young's modulus and/or increasing axial stiffness of the plate; 3) FRP plate was debonded due to the peeling action of the tip of the diagonal shear cracks irrespective of treatment with/without sand coating and material properties of the FRP plate.","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.60A.575","subitem_link_url":"https://doi.org/10.11532/structcivil.60A.575"}]},"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_15":{"attribute_name":"論文ID（NAID）","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"130005438975","subitem_relation_type_select":"NAID"}}]},"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.60A.575","subitem_relation_type_select":"DOI"}}]},"item_79_relation_22":{"attribute_name":"主となる版","attribute_value_mlt":[{"subitem_relation_type":"isVersionOf","subitem_relation_type_id":{"subitem_relation_type_id_text":"https://www.jstage.jst.go.jp/article/structcivil/60A/0/60A_575/_pdf/-char/ja","subitem_relation_type_select":"URI"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"© 2014 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_source_id_14":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA12210243","subitem_source_identifier_type":"NCID"}]},"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 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ユウスケ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{},{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{}],"affiliationNames":[{},{}]}],"creatorNames":[{"creatorName":"小室,  雅人","creatorNameLang":"ja"},{"creatorName":"KOMURO, Masato","creatorNameLang":"en"},{"creatorName":"コムロ, マサト","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{},{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{}],"affiliationNames":[{},{}]}],"creatorNames":[{"creatorName":"KISHI,  Norimitsu","creatorNameLang":"en"},{"creatorName":"岸, 徳光","creatorNameLang":"ja"},{"creatorName":"キシ, ノリミツ","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_60A_575_586.pdf","filesize":[{"value":"1.9 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reinforcing","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"RC beam","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"reinforcing volume","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"debonding behavior","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 article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"FRP板水中接着曲げ補強RC梁の耐荷性能に及ぼす補強量の影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"FRP板水中接着曲げ補強RC梁の耐荷性能に及ぼす補強量の影響","subitem_title_language":"ja"},{"subitem_title":"Effects of plate volume on load-carrying capacity of flexural reinforced RC beam with submerged FRP plate","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46","275","284"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2019-11-21"},"publish_date":"2019-11-21","publish_status":"0","recid":"10107","relation_version_is_last":true,"title":["FRP板水中接着曲げ補強RC梁の耐荷性能に及ぼす補強量の影響"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-10-26T07:47:23.135893+00:00"}