{"created":"2023-06-19T10:30:06.820336+00:00","id":10286,"links":{},"metadata":{"_buckets":{"deposit":"8a4bad63-4c22-41ea-9223-50873b97b949"},"_deposit":{"created_by":18,"id":"10286","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"10286"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00010286","sets":["216:275","216:490","46"]},"author_link":["57827","483","9434"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2020","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1015","bibliographicPageStart":"1004","bibliographicVolumeNumber":"66","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 numerical analysis method for appropriately evaluating the impact behavior of the RC beams strengthened in flexure with FRP sheet under impact loading, 3D elasto-plastic impact response analyses of the RC beam were conducted by varying three different constitutive models for concrete: KCC; CSCM; and proposed model. The applicability of each constitutive model was investigated to compare with the experimental results. Results obtained from this study were as follows: 1) in the case of the unstrengthened RC beams, the dynamic impact behavior of the beam can be properly predicted irrespective of the models; and 2) in the case of the strengthened RC beams, the dynamic response behavior can be appropriately simulated by applying the proposed model.","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.66A.1004","subitem_link_url":"https://doi.org/10.11532/structcivil.66A.1004"}]},"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.66A.1004","subitem_relation_type_select":"DOI"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"© 2020 土木学会","subitem_rights_language":"ja"}]},"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":"瓦井, 智貴","creatorNameLang":"ja"},{"creatorName":"カワライ, トモキ","creatorNameLang":"ja-Kana"},{"creatorName":"KAWARAI, Tomoki","creatorNameLang":"en"}],"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":"2020-07-14"}],"displaytype":"detail","filename":"JSE_66A_1004_1015.pdf","filesize":[{"value":"3.2 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE_66A_1004_1015","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/10286/files/JSE_66A_1004_1015.pdf"},"version_id":"1a5f02dd-c447-4ebf-b577-6e74de10cd18"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"FRPシート","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"RC梁","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"コンクリート構成則","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"衝撃応答解析","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"FRP sheet","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"RC beam","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"constitutive model of concrete","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"impact response analysis","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":"衝撃荷重載荷時のFRPシート曲げ補強RC梁に関する数値解析 ーコンクリート構成則の適用性検討ー","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"衝撃荷重載荷時のFRPシート曲げ補強RC梁に関する数値解析 ーコンクリート構成則の適用性検討ー","subitem_title_language":"ja"}]},"item_type_id":"79","owner":"18","path":["46","275","490"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2020-07-14"},"publish_date":"2020-07-14","publish_status":"0","recid":"10286","relation_version_is_last":true,"title":["衝撃荷重載荷時のFRPシート曲げ補強RC梁に関する数値解析 ーコンクリート構成則の適用性検討ー"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-10-24T00:04:14.291442+00:00"}