{"created":"2023-06-20T15:05:18.042710+00:00","id":34594,"links":{},"metadata":{"_buckets":{"deposit":"b3139b42-e36a-4065-b92b-05a3ef31f742"},"_deposit":{"created_by":1,"id":"34594","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"34594"},"status":"published"},"_oai":{"id":"oai:jaxa.repo.nii.ac.jp:00034594","sets":["1887:1890","1896:1898:1899:1901"]},"author_link":["419926","419927"],"item_9_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1959-07","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"7","bibliographicPageEnd":"159","bibliographicPageStart":"149","bibliographicVolumeNumber":"25","bibliographic_titles":[{"bibliographic_title":"東京大學航空研究所報告"},{"bibliographic_title":"Report/Aeronautical Research Institute, University of Tokyo","bibliographic_titleLang":"en"}]}]},"item_9_description_17":{"attribute_name":"抄録（英）","attribute_value_mlt":[{"subitem_description":"An approximate solution is presented to obtain the static stress distributions in a swept-back box-beam having asymmetrical section. The box-beam is assumed to consist of four concentrated flanges of different cross-sectional area and four thin walls of different thickness, which connect the flanges. The ribs are assumed perfectly stiff except the one nearest to the root.","subitem_description_type":"Other"}]},"item_9_description_32":{"attribute_name":"資料番号","attribute_value_mlt":[{"subitem_description":"資料番号: SA2404815000","subitem_description_type":"Other"}]},"item_9_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"東京大学航空研究所"}]},"item_9_publisher_9":{"attribute_name":"出版者（英）","attribute_value_mlt":[{"subitem_publisher":"Aeronautical Research Institute, University of Tokyo"}]},"item_9_source_id_21":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0376-1061","subitem_source_identifier_type":"ISSN"}]},"item_9_source_id_24":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA00514444","subitem_source_identifier_type":"NCID"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"IKEDA, Ken","creatorNameLang":"en"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"SUNAKAWA, Megumi","creatorNameLang":"en"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-01-24"}],"displaytype":"detail","filename":"SA2404815.pdf","filesize":[{"value":"592.5 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"SA2404815.pdf","url":"https://jaxa.repo.nii.ac.jp/record/34594/files/SA2404815.pdf"},"version_id":"6bb08bb0-7f88-4004-a1ff-b7d401416d9f"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"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":"The Stress Distribution in a Swept-back Box-beam under Torsional and Bending Loads","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"The Stress Distribution in a Swept-back Box-beam under Torsional and Bending Loads","subitem_title_language":"en"}]},"item_type_id":"9","owner":"1","path":["1890","1901"],"pubdate":{"attribute_name":"公開日","attribute_value":"2015-03-26"},"publish_date":"2015-03-26","publish_status":"0","recid":"34594","relation_version_is_last":true,"title":["The Stress Distribution in a Swept-back Box-beam under Torsional and Bending Loads"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-06-20T23:38:53.037176+00:00"}