{"created":"2023-06-19T11:37:30.868986+00:00","id":4849,"links":{},"metadata":{"_buckets":{"deposit":"c02d3be8-30e7-4d1e-a5fc-00593156561d"},"_deposit":{"created_by":13,"id":"4849","owners":[13],"pid":{"revision_id":0,"type":"depid","value":"4849"},"status":"published"},"_oai":{"id":"oai:mie-u.repo.nii.ac.jp:00004849","sets":["366:367:368:379"]},"author_link":["35222","35223"],"item_4_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1986-12-20","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"67","bibliographicPageStart":"55","bibliographicVolumeNumber":"11","bibliographic_titles":[{"bibliographic_title":"Research reports of the Faculty of Engineering, Mie University"}]}]},"item_4_description_14":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_4_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"The biaxial bending behavior of a rectangular box steel beam-column involving local buckling is investigated by the analysis. The analysis is carried out numerically by assuming the degrading type of stress-strain relation that represents the effect of local buckling. The biaxial moment-curvature relation is obtained for a beam-column which is subjected to the cyclic or monotonic loading in such a way that the curvatures about principal axes change in a fixed proportion. The paper discusses the inelastic biaxial bending behavior of beam-column with the degrading stress-strain relation, and proposes a concept for estimating the aseismic safety and earthquake-resistant capacity is proposed for the column involving local buckling.","subitem_description_type":"Abstract"}]},"item_4_publisher_30":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"Faculty of Engineering, Mie University"}]},"item_4_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0385-6208","subitem_source_identifier_type":"PISSN"}]},"item_4_source_id_9":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA00816341","subitem_source_identifier_type":"NCID"}]},"item_4_text_18":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_text_language":"ja","subitem_text_value":"劣化型応力 : ひずみ関係をもつ角形鋼管柱の2軸曲げモーメント : 曲率関係"}]},"item_4_text_65":{"attribute_name":"資源タイプ（三重大）","attribute_value_mlt":[{"subitem_text_value":"Departmental Bulletin Paper / 紀要論文"}]},"item_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"metadata only access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_14cb"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Uchida, Yasuhiro","creatorNameLang":"en"},{"creatorName":"内田, 保博","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Morino, Shosuke","creatorNameLang":"en"},{"creatorName":"森野, 捷輔","creatorNameLang":"ja"}],"nameIdentifiers":[{}]}]},"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":"Biaxial Bending Moment-Curvature Relation of Box Beam-Column with Degrading Stress-Strain Relation","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Biaxial Bending Moment-Curvature Relation of Box Beam-Column with Degrading Stress-Strain Relation","subitem_title_language":"en"}]},"item_type_id":"4","owner":"13","path":["379"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2018-03-15"},"publish_date":"2018-03-15","publish_status":"0","recid":"4849","relation_version_is_last":true,"title":["Biaxial Bending Moment-Curvature Relation of Box Beam-Column with Degrading Stress-Strain Relation"],"weko_creator_id":"13","weko_shared_id":-1},"updated":"2023-10-05T04:43:30.774939+00:00"}