{"created":"2023-07-25T08:02:51.751258+00:00","id":678,"links":{},"metadata":{"_buckets":{"deposit":"e98d05c1-64dd-43c0-9eaf-9a00b155206c"},"_deposit":{"created_by":18,"id":"678","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"678"},"status":"published"},"_oai":{"id":"oai:ir.kagoshima-u.ac.jp:00000678","sets":["228:273:5346","35:36"]},"author_link":[],"item_7_biblio_info_5":{"attribute_name":"収録雑誌名","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1985-11","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"101","bibliographicPageStart":"83","bibliographicVolumeNumber":"27","bibliographic_titles":[{"bibliographic_title":"鹿児島大学工学部研究報告","bibliographic_titleLang":"ja"},{"bibliographic_title":"The research reports of the Faculty of Engineering, Kagoshima University","bibliographic_titleLang":"en"}]}]},"item_7_date_6":{"attribute_name":"作成日","attribute_value_mlt":[{"subitem_date_issued_datetime":"1985-11","subitem_date_issued_type":"Issued"}]},"item_7_description_4":{"attribute_name":"要約(Abstract)","attribute_value_mlt":[{"subitem_description":"The wide-flange steel beam-columns were tested under constant vertical load and unequal end-moment. Experimental variables were end-moment ratio ρ (=M_2/M_1, M_2, M_1=bending moment at the lateral supports, ｜M_2｜<｜M_1｜), axial load ratio n (=N/N_y, N=constant vertical load, \nN_y=yield axial load), and lateral slenderness ratio l_b/i_y (l_b=distance between lateral supports, i_y=radius of gyration of a cross section about weak axis). The selected values of ρ, \nn, l_b/i_y were as follows; ρ=0, -0.4, -0.8, n=0, 0.15, 0.3, 0.6, l_b/i_y=45, 60, 75, 90, 105. Based on the experimental results, the effects of ρ, n, l_b/i_y to the elastic-plastic behavior and plastic rotation capacity of H-shaped beam-columns were discussed.","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_7_publisher_23":{"attribute_name":"公開者・出版者","attribute_value_mlt":[{"subitem_publisher":"鹿児島大学","subitem_publisher_language":"ja"},{"subitem_publisher":"Kagoshima University","subitem_publisher_language":"en"}]},"item_7_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0451212X","subitem_source_identifier_type":"PISSN"}]},"item_7_source_id_9":{"attribute_name":"NII書誌ID","attribute_value_mlt":[{"subitem_source_identifier":"AN00040363","subitem_source_identifier_type":"NCID"}]},"item_7_subject_15":{"attribute_name":"NDC","attribute_value_mlt":[{"subitem_subject":"524","subitem_subject_scheme":"NDC"}]},"item_7_version_type_14":{"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":"三谷, 勲","creatorNameLang":"ja"},{"creatorName":"MITANI, Isao","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"林原, 光司郎","creatorNameLang":"ja"},{"creatorName":"HAYASHIHARA, Koshiro","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"今門, 一弘","creatorNameLang":"ja"},{"creatorName":"IMAKADO, Kazuhiro","creatorNameLang":"en"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-10-27"}],"displaytype":"detail","filename":"AN00040363_v27_p83-101.pdf","filesize":[{"value":"1.2 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"AN00040363_v27_p83-101.pdf","objectType":"fulltext","url":"https://ir.kagoshima-u.ac.jp/record/678/files/AN00040363_v27_p83-101.pdf"},"version_id":"9c1d0762-cd1a-439d-992d-40ff38e29108"}]},"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":"一定鉛直荷重と複曲率曲げを受けるH形鋼柱の変形性状及び塑性変形能力に関する実験的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"一定鉛直荷重と複曲率曲げを受けるH形鋼柱の変形性状及び塑性変形能力に関する実験的研究","subitem_title_language":"ja"},{"subitem_title":"Elastic-plastic behavior and plastic rotation capacity of H-shaped steel beam-columns subjected to unequal end-moment under constant vertical load","subitem_title_language":"en"}]},"item_type_id":"7","owner":"18","path":["36","5346"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2015-06-08"},"publish_date":"2015-06-08","publish_status":"0","recid":"678","relation_version_is_last":true,"title":["一定鉛直荷重と複曲率曲げを受けるH形鋼柱の変形性状及び塑性変形能力に関する実験的研究"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2024-02-20T04:57:00.187208+00:00"}