{"created":"2023-07-25T08:12:23.895259+00:00","id":12733,"links":{},"metadata":{"_buckets":{"deposit":"f6c2ed99-81f8-4caa-bfc5-88ee6930c44e"},"_deposit":{"created_by":18,"id":"12733","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"12733"},"status":"published"},"_oai":{"id":"oai:ir.kagoshima-u.ac.jp:00012733","sets":["228:273:5347","35:36"]},"author_link":[],"item_7_biblio_info_5":{"attribute_name":"収録雑誌名","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1983-11","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"73","bibliographicPageStart":"59","bibliographicVolumeNumber":"25","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":"1983-11","subitem_date_issued_type":"Issued"}]},"item_7_description_4":{"attribute_name":"要約(Abstract)","attribute_value_mlt":[{"subitem_description":"The wide-flange steel beams were tested under unequal-end moments, in order to clarify the effects of bending moment gradient on the plastic rotation and maximum load carrying capacities of a beam.\nEnd moment ratio ρ (=M_2/M_1, M_2, M_1= bending moment at the ends of a specimen,|M_2|＜|M_1|) and lateral slenderness ratio l_b/i_y (l_b=laterally unbraced length, i_y=radius of gyration of a cross section about weak axis) were selected for the experimental variables. The test program concists of three series. For two of them with the value of ρ equal to 0 or -0.4, the values of l_b/i_y are 45, 60, 75, 90 and 105. For another with the value of ρ equal to -0.8, the values of l_b/i_y are 45, 75, and 105.\nBased on the experimental results, the applicability of the empirical formulas about plastic rotation capacities of beams (Ref.12) were discussed.\nFurthermore the experimental maximum load carrying capacities were compared with allowable bending moment based on Ref.14. ... [the rest omitted]","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":"501","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":"山崎, 達司","creatorNameLang":"ja"},{"creatorName":"YAMASAKI, Tatsusi","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":"2016-10-31"}],"displaytype":"detail","filename":"AN00040363_v25_p59-73.pdf","filesize":[{"value":"1.6 MB"}],"format":"application/pdf","mimetype":"application/pdf","url":{"label":"AN00040363_v25_p59-73.pdf","objectType":"fulltext","url":"https://ir.kagoshima-u.ac.jp/record/12733/files/AN00040363_v25_p59-73.pdf"},"version_id":"e276bcc6-7558-4610-a323-59ea61d3cb11"}]},"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":"H形鋼ばりの塑性変形能力及び曲げ耐力に及ぼすモーメント勾配の影響に関する実験的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"H形鋼ばりの塑性変形能力及び曲げ耐力に及ぼすモーメント勾配の影響に関する実験的研究","subitem_title_language":"ja"},{"subitem_title":"PLASTIC ROTATION AND LOAD CARRYING CAPACITIES OF H-SHAPED STEEL BEAMS WITH LATERAL AND LOCAL BUCKLINGS UNDER UNEQUAL-END MOMENTS","subitem_title_language":"en"}]},"item_type_id":"7","owner":"18","path":["36","5347"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2015-06-09"},"publish_date":"2015-06-09","publish_status":"0","recid":"12733","relation_version_is_last":true,"title":["H形鋼ばりの塑性変形能力及び曲げ耐力に及ぼすモーメント勾配の影響に関する実験的研究"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2024-02-20T05:02:05.233024+00:00"}