{"created":"2023-06-19T11:37:36.236462+00:00","id":4974,"links":{},"metadata":{"_buckets":{"deposit":"dafd9138-0e89-437a-a9e6-36a5d7f55b29"},"_deposit":{"created_by":13,"id":"4974","owners":[13],"pid":{"revision_id":0,"type":"depid","value":"4974"},"status":"published"},"_oai":{"id":"oai:mie-u.repo.nii.ac.jp:00004974","sets":["366:367:368:387"]},"author_link":["10631","10632","10633","10634"],"item_4_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1994-12-21","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"132","bibliographicPageStart":"113","bibliographicVolumeNumber":"19","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":"L-shaped steel frames consisting of an elastic beam and a column were tested under a constant vertical load and varying horizontal load, with the objective to investigate the load-displacement characteristics of beam-columns made of high-strength steel, which were restrained by the beam. The paper presents the test results of specimens failing due to combined effects of lateral-torsional buckling, local buckling and P∆ moment caused by excessive in-plane displacement, and discusses the load-displacement behavior, the maximum strength and the deformation capacity of the high-strength steel beam-columns, in comparison with the behavior of the mild steel beam-columns. The experimental parameters were shape of H-section of the column, steel  grade, column slenderness ratio, stiffness ratio of the beam to the column and axial load ratio to the yield load of the column. It was found that the characteristics of the load-displacement behavior of the high-strength steel specimens were similar to those of the mild steel specimens up to the maximum strength attained, but the strength deterioration of the former caused by combined instability effects was much severer than the latter, which led to less deformation and energy dissipation capacities.","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":"高張力鋼を用いた端部拘束柱の弾塑性不安定挙動"}]},"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_4_version_type_15":{"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":"Tawa, Hideo","creatorNameLang":"en"},{"creatorName":"田和, 英夫","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Morino, Shosuke","creatorNameLang":"en"},{"creatorName":"森野, 捷輔","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Kawaguchi, Jun","creatorNameLang":"en"},{"creatorName":"川口, 淳","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Yamamoto, Shinya","creatorNameLang":"en"},{"creatorName":"山本, 真也","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":"2017-02-18"}],"displaytype":"detail","filename":"AA008163410190012.PDF","filesize":[{"value":"1.3 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"AA008163410190012.PDF","url":"https://mie-u.repo.nii.ac.jp/record/4974/files/AA008163410190012.PDF"},"version_id":"b3ee69bd-0869-49ee-a698-712e47039729"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"High-strength steel","subitem_subject_scheme":"Other"},{"subitem_subject":"Lateral-torsional buckling","subitem_subject_scheme":"Other"},{"subitem_subject":"Local buckling","subitem_subject_scheme":"Other"},{"subitem_subject":"Maximum strength","subitem_subject_scheme":"Other"},{"subitem_subject":"Deformation and energy dissipation capacities","subitem_subject_scheme":"Other"},{"subitem_subject":"Numerical analysis","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":"Elasto-Plastic Instability of Restrained Beam-Columns Made of High-Strength Steel","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Elasto-Plastic Instability of Restrained Beam-Columns Made of High-Strength Steel","subitem_title_language":"en"}]},"item_type_id":"4","owner":"13","path":["387"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-07-02"},"publish_date":"2007-07-02","publish_status":"0","recid":"4974","relation_version_is_last":true,"title":["Elasto-Plastic Instability of Restrained Beam-Columns Made of High-Strength Steel"],"weko_creator_id":"13","weko_shared_id":-1},"updated":"2023-10-05T06:25:19.096728+00:00"}