{"created":"2023-06-19T09:50:43.754092+00:00","id":7691,"links":{},"metadata":{"_buckets":{"deposit":"79d77917-9685-4a3e-a472-17337a9cf049"},"_deposit":{"created_by":3,"id":"7691","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"7691"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00007691","sets":["502:505:675:682"]},"author_link":["41631","41639","41635","41633","41638","41634","41632","41636","41637"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1985","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"62","bibliographicPageStart":"56","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":"41631","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"中村, 雅樹"}],"nameIdentifiers":[{"nameIdentifier":"41632","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"小早川, 好包"}],"nameIdentifiers":[{"nameIdentifier":"41633","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 shear buckling strength and post buckling behavior of thin square plates with circular holes are investigated experimentally. The plates are subjected to uniform in-plane shearing deformations and have clamped edges and centrally located the circular holes. Ratios of the hole diameter to the plate length, d/1, are 0.3, 0.5 and 0.7. Elastic stresses along the plate edges and the hole edges show reasonable agreement with the results from finite element analysis except corners of the plates. For elastic initial buckling load, comparison of test with analysis shows excellent agreement. Experimental ultimate loads of the plates with the ratio d/1=0, 0.3, 0.5 and 0.7 are 5.60, 6.96, 6.67, and 6.45 times of the initial buckling load, respectively.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"41634","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ウエノヤ, ミノル"}]},{"nameIdentifiers":[{"nameIdentifier":"41635","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ナカムラ, マサキ"}]},{"nameIdentifiers":[{"nameIdentifier":"41636","nameIdentifierScheme":"WEKO"}],"names":[{"name":"コバヤカワ, ヨシカネ"}]}]},"item_1_full_name_8":{"attribute_name":"著者名(英)","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"41637","nameIdentifierScheme":"WEKO"}],"names":[{"name":"UENOYA, Minoru","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"41638","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NAKAMURA, Masaki","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"41639","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KOBAYAKAWA, Yoshikane","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":"KJ00005781028.pdf","filesize":[{"value":"560.0 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/7691/files/KJ00005781028.pdf"},"version_id":"899b73b1-fa16-40e0-993c-513a67fe8319"}]},"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":"円孔を有する固定正方形板の弾性せん断座屈および後座屈強度(開学10周年記念号)","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"円孔を有する固定正方形板の弾性せん断座屈および後座屈強度(開学10周年記念号)"},{"subitem_title":"Elastic Shear Buckling and Post Buckling Strength of Fixed Square Plate with Circular Holes","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":"7691","relation_version_is_last":true,"title":["円孔を有する固定正方形板の弾性せん断座屈および後座屈強度(開学10周年記念号)"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:38:34.139133+00:00"}