{"created":"2023-06-19T10:27:52.356571+00:00","id":7013,"links":{},"metadata":{"_buckets":{"deposit":"0ac0f2ae-007d-452b-9658-47b6663f8da9"},"_deposit":{"created_by":18,"id":"7013","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"7013"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00007013","sets":["46"]},"author_link":["24840","483","55397"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2010-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1148","bibliographicPageStart":"1137","bibliographicVolumeNumber":"56","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 rationally analyze an impact resistant behavior of the full-scale reinforced concrete (RC) girders under consecutive impact loading, it is proposed to apply an equivalent tensile fracture-energy concept for concrete elements. The applicability is investigated by conducting numerical simulations for full-scale RC girder with 8 m clear span under a 2,000 kg fallin-gweight consecutive impact loading. The numerical simulations are conducted taking an axial length of concrete elements and with/without considering the concept as the parameters, in which the reference length of concrete elements is 35.7 mm and the considered maximum length is 250 mm. From this study, it is confirmed that considering the equivalent fracture-energy concept, the model with coarse mesh can be practically applied with a proper accuracy for numerical analysis of the full-scale RC girders under consecutive impact loading.","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.56A.1137","subitem_link_url":"https://doi.org/10.11532/structcivil.56A.1137"}]},"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":"130005060332","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.56A.1137","subitem_relation_type_select":"DOI"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 2010 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":"PISSN"}]},"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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ヒサシ","creatorNameLang":"ja-Kana"}],"familyNames":[{},{},{}],"givenNames":[{},{},{}],"nameIdentifiers":[{}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[],"affiliationNames":[{"affiliationName":""}]}],"creatorNames":[{"creatorName":"三上,  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":"2016-02-15"}],"displaytype":"detail","filename":"JSE56A_1137_2010.pdf","filesize":[{"value":"1.0 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE56A_1137_2010.pdf","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/7013/files/JSE56A_1137_2010.pdf"},"version_id":"9776557b-2f6f-4a11-be60-4f2f7454f27e"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"RC桁","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"繰り返し衝撃載荷","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":"引張破壊エネルギー等価","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"累積残留変位","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"RC girder","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"consecutive impact loading","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"impact response analysis","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"equivalent tensile fracture-energy","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"accumulated residual displacement","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":"実規模RC桁の繰り返し重錘落下衝撃挙動解析に関する破壊エネルギー等価概念の適用性検討","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"実規模RC桁の繰り返し重錘落下衝撃挙動解析に関する破壊エネルギー等価概念の適用性検討","subitem_title_language":"ja"},{"subitem_title":"An applicability of equivalent failure energy concept on numerical analysis of consecutive falling-weight impact loading for full-scale RC girders","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":"7013","relation_version_is_last":true,"title":["実規模RC桁の繰り返し重錘落下衝撃挙動解析に関する破壊エネルギー等価概念の適用性検討"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-10-27T00:03:28.643091+00:00"}