{"created":"2023-06-19T11:37:32.204078+00:00","id":4880,"links":{},"metadata":{"_buckets":{"deposit":"ed27624f-0dfe-403b-85ff-400e9e65675c"},"_deposit":{"created_by":13,"id":"4880","owners":[13],"pid":{"revision_id":0,"type":"depid","value":"4880"},"status":"published"},"_oai":{"id":"oai:mie-u.repo.nii.ac.jp:00004880","sets":["366:367:368:381"]},"author_link":["35270","35271"],"item_4_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1988-12-20","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"67","bibliographicPageStart":"51","bibliographicVolumeNumber":"13","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 paper first presents the results of numerical analysis for the convergence-divergence phenomena of the centroidal strain and the deterioration of the carrying capacity of steel beam-column with square hollow section, which have the degrading stress-strain relation representing the effect of local bucking. Then, it formulates the convergence condition of the centroidal strain of a beam-column subjected to repeated uniaxial or biaxial bending, presents the expression for the accumulation of the centroidal strain and the deteriration of the bending moment carrying capacity. Finally, the paper proposes an evaluation method of the seismic resistance capacity, and discusses the interaction formula for the limiting values of the width-thickness ratio of plate elements and the axial force.","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":"局部座屈を生じる鉄骨柱の耐力劣化挙動と耐震性能"}]},"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_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"biaxial bending","subitem_subject_scheme":"Other"},{"subitem_subject":"local buckling","subitem_subject_scheme":"Other"},{"subitem_subject":"beam-column","subitem_subject_scheme":"Other"},{"subitem_subject":"seismic resistance capacity","subitem_subject_scheme":"Other"},{"subitem_subject":"width-thickness ratio","subitem_subject_scheme":"Other"},{"subitem_subject":"centroidal strain","subitem_subject_scheme":"Other"}]},"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":"Degrading Behavior and Seismic Resistance Capacity of Steel Beam-Columns Failing in Local Buckling","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Degrading Behavior and Seismic Resistance Capacity of Steel Beam-Columns Failing in Local Buckling","subitem_title_language":"en"}]},"item_type_id":"4","owner":"13","path":["381"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2018-03-15"},"publish_date":"2018-03-15","publish_status":"0","recid":"4880","relation_version_is_last":true,"title":["Degrading Behavior and Seismic Resistance Capacity of Steel Beam-Columns Failing in Local Buckling"],"weko_creator_id":"13","weko_shared_id":-1},"updated":"2023-10-05T05:01:07.636866+00:00"}