{"created":"2021-03-01T06:16:01.585755+00:00","id":13104,"links":{},"metadata":{"_buckets":{"deposit":"6568444d-629b-49a1-9981-2bd7df5085b0"},"_deposit":{"id":"13104","owners":[],"pid":{"revision_id":0,"type":"depid","value":"13104"},"status":"published"},"_oai":{"id":"oai:soar-ir.repo.nii.ac.jp:00013104","sets":["1221:1223:1224:1289"]},"author_link":["39961"],"item_10_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1964-12-28","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"52","bibliographicPageStart":"41","bibliographicVolumeNumber":"18","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":"There are many discontinuous expressions in beam problems, and, therfore, much complexity usually arises in theorizing and calculating them. By this time lots of studies to eliminate these discontinuous expressions have been made by many contributors, i, e, Clebsch, Foppl, Macauley, Brock, Newton, and Weissenburger. From a different standpoint, I tried to find out a solution of these problems concerning continuous expressions of bending moment by means of trigonometrical series. This application can be easily understood and we can also calculate it with the numerical value table systematically and efficently. Moreover, in this method the accuracy gained by employing a few clause proved to be enough to be put to practical use.","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 18: 41-52 (1964)","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":"関川,  三男","creatorNameLang":"ja"}],"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":"Engineering18-02.pdf","filesize":[{"value":"437.4 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"Engineering18-02.pdf","url":"https://soar-ir.repo.nii.ac.jp/record/13104/files/Engineering18-02.pdf"},"version_id":"02d220f3-f39b-41fe-8532-9e90a1afd936"}]},"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":"はり問題におけるたわみ曲線の一元化による解法","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"はり問題におけるたわみ曲線の一元化による解法","subitem_title_language":"ja"},{"subitem_title":"A Simple Solution of the Beam Deflection Problems.","subitem_title_language":"en"}]},"item_type_id":"10","owner":"1","path":["1289"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2011-01-05"},"publish_date":"2011-01-05","publish_status":"0","recid":"13104","relation_version_is_last":true,"title":["はり問題におけるたわみ曲線の一元化による解法"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-03-16T04:47:04.937868+00:00"}