{"created":"2023-06-19T09:50:43.711605+00:00","id":7690,"links":{},"metadata":{"_buckets":{"deposit":"0d92f4d5-9220-4a7d-a688-16bf8817d4ca"},"_deposit":{"created_by":3,"id":"7690","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"7690"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00007690","sets":["502:505:675:682"]},"author_link":["41624","41630","41626","41622","41628","41629","41623","41627","41625"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1985","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"55","bibliographicPageStart":"49","bibliographicVolumeNumber":"7","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":"上野谷, 実"}],"nameIdentifiers":[{"nameIdentifier":"41622","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"中村, 雅樹"}],"nameIdentifiers":[{"nameIdentifier":"41623","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"山田, 義人"}],"nameIdentifiers":[{"nameIdentifier":"41624","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":"Elastic-plastic shear buckling of square plates with square holes is investigated experimentally. The plates are supported by extremely thick stiffeners, and subjected to in-plane shearing deformations through the stiffeners. Ratios of the square hole length to the plate length, 1/1, are 0.3, 0.5 and 0.7. For elastic stresses, finite element analysis shows good agreement with the experimental stresses at the hole edges and along the edges supported by the stiffeners. In this study, experimental buckling strength oi perforated plates with the ratios a/1 = 0.3, 0.5 and 0.7 is 0.78, 0.49 and 0.23 times of the unperforated plates respectively. For all the plates including the previous work, the elastic-plastic buckling strength increases with increasing the thickness of the stiffeners because of restiction of rotations and in-plane shearing deofrmations at supported edges.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"41625","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ウエノヤ, ミノル"}]},{"nameIdentifiers":[{"nameIdentifier":"41626","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ナカムラ, マサキ"}]},{"nameIdentifiers":[{"nameIdentifier":"41627","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ヤマダ, ヨシト"}]}]},"item_1_full_name_8":{"attribute_name":"著者名(英)","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"41628","nameIdentifierScheme":"WEKO"}],"names":[{"name":"UENOYA, Minoru","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"41629","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NAKAMURA, Masaki","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"41630","nameIdentifierScheme":"WEKO"}],"names":[{"name":"YAMADA, Yoshito","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_2":{"attribute_name":"記事種別(日)","attribute_value_mlt":[{"subitem_text_value":"研究報告"}]},"item_1_text_3":{"attribute_name":"記事種別(英)","attribute_value_mlt":[{"subitem_text_language":"en","subitem_text_value":"Technical Paper"}]},"item_1_text_9":{"attribute_name":"著者所属(日)","attribute_value_mlt":[{"subitem_text_value":"福山大学工学部土木工学科"},{"subitem_text_value":"福山大学工学部土木工学科"},{"subitem_text_value":"福山大学大学院工学研究科"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"1985-01-01"}],"displaytype":"detail","filename":"KJ00005781027.pdf","filesize":[{"value":"511.9 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/7690/files/KJ00005781027.pdf"},"version_id":"53e24296-233a-4e72-9556-077358fbf755"}]},"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":"正方形孔を有する極厚補剛材支持の正方形板の弾塑性せん断座屈強度(開学10周年記念号)","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"正方形孔を有する極厚補剛材支持の正方形板の弾塑性せん断座屈強度(開学10周年記念号)"},{"subitem_title":"Elastic-plastic Shear Buckling Strength of Square Plate with Square Holes Supported by Extremely Thick Stiffeners","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["682"],"pubdate":{"attribute_name":"公開日","attribute_value":"1985-01-01"},"publish_date":"1985-01-01","publish_status":"0","recid":"7690","relation_version_is_last":true,"title":["正方形孔を有する極厚補剛材支持の正方形板の弾塑性せん断座屈強度(開学10周年記念号)"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:38:33.104058+00:00"}