{"created":"2021-03-01T06:16:00.856331+00:00","id":13092,"links":{},"metadata":{"_buckets":{"deposit":"6b705e8f-9b16-4fbb-8baa-223fccf6aa28"},"_deposit":{"id":"13092","owners":[],"pid":{"revision_id":0,"type":"depid","value":"13092"},"status":"published"},"_oai":{"id":"oai:soar-ir.repo.nii.ac.jp:00013092","sets":["1221:1223:1224:1287"]},"author_link":["39945","39946"],"item_10_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1966-06-25","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"60","bibliographicPageStart":"31","bibliographicVolumeNumber":"20","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":"This paper is a continuation from the first report by the writers, and it presents the generalized formulation of the operational method for bending problems of continuous beams. The powerfulness of the method in philosophy and computation may be observed from the shifting chart and the geometry matrix. The rigorous solution for all kinds of continuous beams can be obtained by systematic shift operations. The procedures presented herein can be readily developed to problems of the beams on elastic foundation, the beams with axial force, the column buckling, and their vibration analyses.","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 20: 31-60 (1966)","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":"YOSHIZAWA,  Norikazu","creatorNameLang":"en"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"TANIMOTO,  Bennosuke","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":"Engineering20-02.pdf","filesize":[{"value":"1.2 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"Engineering20-02.pdf","url":"https://soar-ir.repo.nii.ac.jp/record/13092/files/Engineering20-02.pdf"},"version_id":"180fda5f-e26e-469c-96d2-c707bb6a8460"}]},"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":"Operational Method for Continuous Beams, Second Report : Generalized Continuous Beams","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Operational Method for Continuous Beams, Second Report : Generalized Continuous Beams","subitem_title_language":"en"}]},"item_type_id":"10","owner":"1","path":["1287"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2011-01-05"},"publish_date":"2011-01-05","publish_status":"0","recid":"13092","relation_version_is_last":true,"title":["Operational Method for Continuous Beams, Second Report : Generalized Continuous Beams"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-03-16T04:47:17.175940+00:00"}