{"created":"2023-06-19T10:27:37.273342+00:00","id":6663,"links":{},"metadata":{"_buckets":{"deposit":"f396d047-3f52-4400-801b-99e503ed714d"},"_deposit":{"created_by":18,"id":"6663","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"6663"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00006663","sets":["46"]},"author_link":["31359","32801","483","24840"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2007-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1238","bibliographicPageStart":"1227","bibliographicVolumeNumber":"53","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 verification method for each limit state for impact resistant RC structures, not only experimental study but also numerical analysis study should be conducted. However, it is not easy to numerically analyze large scale RC structures under impact loading. Here, in order to establish a modification method for material properties of concrete so as to rationally analyze using coarse mesh, an equivalent fracture energy concept for concrete elements was proposed and the applicability was conducted comparing numerical analysis results and experimental results. From this study, it was confirmed that even though coarse mesh was used for prototype RC girder, similar results with those obtained using fine mesh can be assured and those results were in good agreements with the experimental 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.53A.1227","subitem_link_url":"https://doi.org/10.11532/structcivil.53A.1227"}]},"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":"120003895545","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.53A.1227","subitem_relation_type_select":"DOI"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 2007 土木学会　ダウンロードを含むこの著作物の利用は、著作権法の私的使用及び引用の範囲に限り認められます。その範囲外の利用については、土木学会の承諾が必要です。","subitem_rights_language":"ja"}]},"item_79_source_id_12":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"18816614","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":"510","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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浩","creatorNameLang":"ja"},{"creatorName":"MIKAMI, Hiroshi","creatorNameLang":"en"},{"creatorName":"ミカミ, ヒロシ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"岡田, 慎哉","creatorNameLang":"ja"},{"creatorName":"OKADA, Shinya","creatorNameLang":"en"},{"creatorName":"オカダ, シンヤ","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":"2016-02-15"}],"displaytype":"detail","filename":"JSE53A_1227_2007.pdf","filesize":[{"value":"1.5 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE53A_1227_2007.pdf","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/6663/files/JSE53A_1227_2007.pdf"},"version_id":"ba1ad9c4-0dfb-4c2c-8407-1fdbce35f917"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"実規模RC桁","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":"破壊エネルギー","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"重錘落下衝撃実験","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"prototype RC girder","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"impact response analysis","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"fracture energy","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"falling-weight impact test","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":"破壊エネルギー等価の概念を用いた大型RC桁に関する衝撃応答解析手法の妥当性検討","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"破壊エネルギー等価の概念を用いた大型RC桁に関する衝撃応答解析手法の妥当性検討","subitem_title_language":"ja"},{"subitem_title":"An applicability of impact response analysis method for prototype RC girders by using an equivalent fracture energy concept for concrete elements","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2012-03-16"},"publish_date":"2012-03-16","publish_status":"0","recid":"6663","relation_version_is_last":true,"title":["破壊エネルギー等価の概念を用いた大型RC桁に関する衝撃応答解析手法の妥当性検討"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-11-21T04:45:40.606785+00:00"}