{"created":"2023-06-19T09:51:04.809810+00:00","id":8086,"links":{},"metadata":{"_buckets":{"deposit":"5a02f8d2-c7d5-4f5d-8b53-eb2d45c1fd19"},"_deposit":{"created_by":3,"id":"8086","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8086"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008086","sets":["502:505:675:709"]},"author_link":["43346","43345","43347"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2001-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"54","bibliographicPageStart":"49","bibliographicVolumeNumber":"25","bibliographic_titles":[{"bibliographic_title":"福山大学工学部紀要"}]}]},"item_1_creator_6":{"attribute_name":"著者名(日)","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"寺井, 雅和"}],"nameIdentifiers":[{"nameIdentifier":"43345","nameIdentifierScheme":"WEKO"}]}]},"item_1_description_1":{"attribute_name":"ページ属性","attribute_value_mlt":[{"subitem_description":"P(論文)","subitem_description_type":"Other"}]},"item_1_description_12":{"attribute_name":"抄録(英)","attribute_value_mlt":[{"subitem_description":"This paper presents a numerical analysis of the size effect on the shear strength of RC beams, and some problems are discussed in this study. The numerical model is verified using two-dimension nonlinear finite element analysis, which is applied to the simulation of RC members in flexure and shear failure. Three RC beams which the size differs are analyzed using this FEM. The consideration shows that, in order to evaluate an analysis result appropriately, it is necessary to judge synthetically as compared with various index values, such as strain of reinforcement, strain of concrete, destructive mode, a crack situation and so on.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"43346","nameIdentifierScheme":"WEKO"}],"names":[{"name":"テライ, マサカズ"}]}]},"item_1_full_name_8":{"attribute_name":"著者名(英)","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"43347","nameIdentifierScheme":"WEKO"}],"names":[{"name":"TERAI, Masakazu","nameLang":"en"}]}]},"item_1_source_id_13":{"attribute_name":"雑誌書誌ID","attribute_value_mlt":[{"subitem_source_identifier":"AN00217655","subitem_source_identifier_type":"NCID"}]},"item_1_text_10":{"attribute_name":"著者所属(英)","attribute_value_mlt":[{"subitem_text_language":"en","subitem_text_value":"Faculty of Engineering, Fukuyama University"}]},"item_1_text_9":{"attribute_name":"著者所属(日)","attribute_value_mlt":[{"subitem_text_value":"福山大学工学部健築学科"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2001-12-01"}],"displaytype":"detail","filename":"KJ00005781467.pdf","filesize":[{"value":"519.3 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8086/files/KJ00005781467.pdf"},"version_id":"2dfc95b7-21c1-493d-b1cb-c28b1f8cbfd2"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"寸法効果","subitem_subject_scheme":"Other"},{"subitem_subject":"鉄筋コンクリート梁","subitem_subject_scheme":"Other"},{"subitem_subject":"有限要素法","subitem_subject_scheme":"Other"},{"subitem_subject":"破壊エネルギ","subitem_subject_scheme":"Other"},{"subitem_subject":"Size Effect","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Reinforced Concrete Beam","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Finite Element Method","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Fracture Energy","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":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"コンクリート構造部材の寸法効果に関する有限要素解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"コンクリート構造部材の寸法効果に関する有限要素解析"},{"subitem_title":"The Finite Element Analysis about Size Effect of Concrete members","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["709"],"pubdate":{"attribute_name":"公開日","attribute_value":"2001-12-01"},"publish_date":"2001-12-01","publish_status":"0","recid":"8086","relation_version_is_last":true,"title":["コンクリート構造部材の寸法効果に関する有限要素解析"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:30:19.595129+00:00"}