{"created":"2021-03-01T06:16:07.601569+00:00","id":13203,"links":{},"metadata":{"_buckets":{"deposit":"0967e4e2-7a18-4167-bbe8-7d51606f4231"},"_deposit":{"id":"13203","owners":[],"pid":{"revision_id":0,"type":"depid","value":"13203"},"status":"published"},"_oai":{"id":"oai:soar-ir.repo.nii.ac.jp:00013203","sets":["1221:1223:1224:1302"]},"author_link":["40068"],"item_10_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1955-11-30","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"161","bibliographicPageStart":"151","bibliographicVolumeNumber":"5","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":"Usually, the stresses in rigid frames in space are analyzed on the respective constituent plane systems independently, therefore the torsional resistances of members intersecting to the plane systems under consideration are neglected. But, it is perceived that there are several cases in which some effects of torsional moments may not be neglected. In these cases the structures must be analyzed under their actual states, i. e. three-dimensionally. But, in general, it is so troublesome to analyze the structures three-dimensionally that such analyses are disliked by many engineers. In this paper, it is shown that a numerical analysis derived from the fundamental conceptions of the moment distribution method is a convenient tool to analyze rigid frames in space three-dimensionally.","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 5: 151-161 (1955)","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":"吉田,  俊彌","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":"Engineering05-12.pdf","filesize":[{"value":"456.7 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"Engineering05-12.pdf","url":"https://soar-ir.repo.nii.ac.jp/record/13203/files/Engineering05-12.pdf"},"version_id":"06363549-c710-4e9b-8a18-0a4bfec81ec8"}]},"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":"立体ラーメンの一数値解法","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"立体ラーメンの一数値解法","subitem_title_language":"ja"},{"subitem_title":"A NUMERICAL ANALYSIS OF RIGID FRAMES IN SPACE","subitem_title_language":"en"}]},"item_type_id":"10","owner":"1","path":["1302"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2009-03-30"},"publish_date":"2009-03-30","publish_status":"0","recid":"13203","relation_version_is_last":true,"title":["立体ラーメンの一数値解法"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-03-16T05:43:06.177797+00:00"}