{"created":"2021-03-01T06:16:05.292544+00:00","id":13165,"links":{},"metadata":{"_buckets":{"deposit":"5fea65c7-aee6-4dbf-a49d-dfea8e8a3738"},"_deposit":{"id":"13165","owners":[],"pid":{"revision_id":0,"type":"depid","value":"13165"},"status":"published"},"_oai":{"id":"oai:soar-ir.repo.nii.ac.jp:00013165","sets":["1221:1223:1224:1300"]},"author_link":["40024"],"item_10_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1957-11-30","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"30","bibliographicPageStart":"21","bibliographicVolumeNumber":"7","bibliographic_titles":[{"bibliographic_title":"信州大学工学部紀要"}]}]},"item_10_description_20":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In discussing lateral vibrations of beams it is always assumed that the beam vibrates in its plane of symmetry. If it is not the case, the lateral vibrations will usually be coupled with torsional vibrations. This paper deals with the natural vibrations of beams in which the shear-center axis is not collinear with the centroidal axis. Fundamental expressions are derived from energy considerations which, in turn, are based upon assumed normal elastic deflection curves in bending and torsion. The Rayleigh-Ritz method is employed to determine the natural circular frequencies. Frequency equations thus obtained involve some dimensionless values which depend upon the various physical characteristics and the end conditions of the beam under consideration.","subitem_description_type":"Abstract"}]},"item_10_description_30":{"attribute_name":"資源タイプ（コンテンツの種類）","attribute_value_mlt":[{"subitem_description":"Article","subitem_description_type":"Other"}]},"item_10_description_5":{"attribute_name":"引用","attribute_value_mlt":[{"subitem_description":"信州大学工学部紀要 7: 21-30 (1957)","subitem_description_type":"Other"}]},"item_10_publisher_4":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"信州大学工学部"}]},"item_10_source_id_35":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0037-3818","subitem_source_identifier_type":"ISSN"}]},"item_10_source_id_40":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN00121228","subitem_source_identifier_type":"NCID"}]},"item_1627890569677":{"attribute_name":"出版タイプ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"YOSHIDA,  Shun-ya","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":"2015-09-28"}],"displaytype":"detail","filename":"Engineering07-03.pdf","filesize":[{"value":"448.8 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"Engineering07-03.pdf","url":"https://soar-ir.repo.nii.ac.jp/record/13165/files/Engineering07-03.pdf"},"version_id":"a8db5000-46e0-4483-afe1-ac80e5af9f45"}]},"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":"A Note on the Coupled Free Bending and Torsional Vibrations of Beams","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"A Note on the Coupled Free Bending and Torsional Vibrations of Beams","subitem_title_language":"en"}]},"item_type_id":"10","owner":"1","path":["1300"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2009-03-30"},"publish_date":"2009-03-30","publish_status":"0","recid":"13165","relation_version_is_last":true,"title":["A Note on the Coupled Free Bending and Torsional Vibrations of Beams"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-03-16T05:58:56.898266+00:00"}