{"created":"2022-01-27T07:45:38.702614+00:00","id":2003814,"links":{},"metadata":{"_buckets":{"deposit":"656ccfb1-cbae-4819-a780-4fe3f4a68f1f"},"_deposit":{"id":"2003814","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"2003814"},"status":"published"},"_oai":{"id":"oai:u-ryukyu.repo.nii.ac.jp:02003814","sets":["1642837622505:1642837855274:1642837866800","1642838403551:1642838406845"]},"author_link":[],"item_1617186331708":{"attribute_name":"Title","attribute_value_mlt":[{"subitem_1551255647225":"梁理論解に相当する本解と日置解との比較検討","subitem_1551255648112":"ja"},{"subitem_1551255647225":"Discussion on a Comparison of a Proposed Solution with Heki's Solution with Respect to the Beam Theory","subitem_1551255648112":"en"}]},"item_1617186419668":{"attribute_name":"Creator","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"山川, 哲雄","creatorNameLang":"ja"}]},{"creatorNames":[{"creatorName":"Yamakawa, Tetsuo","creatorNameLang":"en"}]}]},"item_1617186476635":{"attribute_name":"Access Rights","attribute_value_mlt":[{"subitem_1522299639480":"open access","subitem_1600958577026":"http://purl.org/coar/access_right/c_abf2"}]},"item_1617186626617":{"attribute_name":"Description","attribute_value_mlt":[{"subitem_description":"Author discussed the beam theory for a straight uniform bar of narrow rectangular cross section by using the theory of elasticity of orthotropic plate (scheibe) and Airy's stress functions. On the other hand, Heki presented an analytical solution of the cantilever by using the theory of orthotropic elastic plate (scheibe). This analytical method is different from a proposed method. Therefore, in this paper a detailed comparison of the accuracy and mechanical property is made through calculation of the cantilever subjected to a concentrated load at the free end of the member.","subitem_description_type":"Other"},{"subitem_description":"紀要論文","subitem_description_type":"Other"}]},"item_1617186643794":{"attribute_name":"Publisher","attribute_value_mlt":[{"subitem_1522300295150":"ja","subitem_1522300316516":"琉球大学工学部"}]},"item_1617186702042":{"attribute_name":"Language","attribute_value_mlt":[{"subitem_1551255818386":"jpn"}]},"item_1617186783814":{"attribute_name":"Identifier","attribute_value_mlt":[{"subitem_identifier_type":"HDL","subitem_identifier_uri":"http://hdl.handle.net/20.500.12000/5487"}]},"item_1617186920753":{"attribute_name":"Source Identifier","attribute_value_mlt":[{"subitem_1522646500366":"ISSN","subitem_1522646572813":"0389-102X"},{"subitem_1522646500366":"NCID","subitem_1522646572813":"AN0025048X"}]},"item_1617186941041":{"attribute_name":"Source Title","attribute_value_mlt":[{"subitem_1522650068558":"ja","subitem_1522650091861":"琉球大学工学部紀要"}]},"item_1617187056579":{"attribute_name":"Bibliographic Information","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1992-03","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"43","bibliographicPageEnd":"17","bibliographicPageStart":"9"}]},"item_1617258105262":{"attribute_name":"Resource Type","attribute_value_mlt":[{"resourcetype":"departmental bulletin paper","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_1617265215918":{"attribute_name":"Version Type","attribute_value_mlt":[{"subitem_1522305645492":"VoR","subitem_1600292170262":"http://purl.org/coar/version/c_970fb48d4fbd8a85"}]},"item_1617605131499":{"attribute_name":"File","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_access","filename":"No43p9.pdf","mimetype":"application/pdf","url":{"objectType":"fulltext","url":"https://u-ryukyu.repo.nii.ac.jp/record/2003814/files/No43p9.pdf"},"version_id":"4c2954a1-3ef7-42d7-aa1b-76f6d2f25b2f"}]},"item_title":"梁理論解に相当する本解と日置解との比較検討","item_type_id":"15","owner":"1","path":["1642837866800","1642838406845"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2008-03-31"},"publish_date":"2008-03-31","publish_status":"0","recid":"2003814","relation_version_is_last":true,"title":["梁理論解に相当する本解と日置解との比較検討"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-10-31T01:44:41.323058+00:00"}