{"created":"2023-07-27T06:27:32.872106+00:00","id":11743,"links":{},"metadata":{"_buckets":{"deposit":"c687ebf4-223b-47bc-a88f-1082efa1440a"},"_deposit":{"created_by":3,"id":"11743","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"11743"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00011743","sets":["934:941:1024:1030"]},"author_link":["9783"],"item_7_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1978-03-25","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"2","bibliographicPageEnd":"95","bibliographicPageStart":"87","bibliographicVolumeNumber":"11","bibliographic_titles":[{"bibliographic_title":"金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University"}]}]},"item_7_creator_34":{"attribute_name":"著者別表示","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Sato, Hidenori"}],"nameIdentifiers":[{"nameIdentifier":"9783","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"90019745","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=90019745"},{"nameIdentifier":"90019745","nameIdentifierScheme":"研究者番号","nameIdentifierURI":"https://nrid.nii.ac.jp/nrid/1000090019745"}]}]},"item_7_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"   The nonlinear characteristics of the large-amplitude free vibrations of the clamped­-clamped beams with two symmetric steps are studied. \n   Galerkin's method (one mode approximation) and the harmonic balance method (fundamental harmonic approximation) are used to obtain the solution. The beams with two different shapes, circular cross sections and constant-width rectangular ones, are considered. The effects of the diameter ratio or the thickness one between two sections and of the length ratio (the ratio of the length of middle element and the total length) on the nonlinearity are investigated under the restrictions that the weight and length of the beams are constant and the following results are mainly obtained. The nonlinearity of the stepped beams treated here is mostly greater than that of uniform ones. With the increase of the diameter ratio or the thickness one, the maximum value of the magnitude of the nonlinearity due to the change of the length ratio increases and also the length ratio corresponding to the maximum value approaches about 0.5. \n   The linear natural frequencies and the maximum bending stresses at a maximum displacement are also discussed in connection with the nonlinearity. ","subitem_description_type":"Abstract"}]},"item_7_identifier_registration":{"attribute_name":"ID登録","attribute_value_mlt":[{"subitem_identifier_reg_text":"10.24517/00011730","subitem_identifier_reg_type":"JaLC"}]},"item_7_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"金沢大学工学部 = Faculty of Technology Kanazawa University"}]},"item_7_source_id_11":{"attribute_name":"NCID","attribute_value_mlt":[{"subitem_source_identifier":"AN00044309","subitem_source_identifier_type":"NCID"}]},"item_7_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0022-832X","subitem_source_identifier_type":"ISSN"}]},"item_7_version_type_25":{"attribute_name":"著者版フラグ","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":"佐藤, 秀紀"}],"nameIdentifiers":[{"nameIdentifier":"9783","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"90019745","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=90019745"},{"nameIdentifier":"90019745","nameIdentifierScheme":"研究者番号","nameIdentifierURI":"https://nrid.nii.ac.jp/nrid/1000090019745"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-10-03"}],"displaytype":"detail","filename":"AN00044309-11-2-87.pdf","filesize":[{"value":"185.3 kB"}],"format":"application/pdf","licensetype":"license_11","mimetype":"application/pdf","url":{"label":"AN00044309-11-2-87.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/11743/files/AN00044309-11-2-87.pdf"},"version_id":"2a04cdd3-9942-4379-a051-84f8e5f650ba"}]},"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":"対称二段段付両端固定はりの非線形自由振動","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"対称二段段付両端固定はりの非線形自由振動"},{"subitem_title":"Nonlinear Free Vibrations of Clamped Beams with Two Symmetric Steps","subitem_title_language":"en"}]},"item_type_id":"7","owner":"3","path":["1030"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-10-03"},"publish_date":"2017-10-03","publish_status":"0","recid":"11743","relation_version_is_last":true,"title":["対称二段段付両端固定はりの非線形自由振動"],"weko_creator_id":"3","weko_shared_id":3},"updated":"2024-05-20T04:26:51.751570+00:00"}