{"created":"2023-06-19T11:37:38.923504+00:00","id":5037,"links":{},"metadata":{"_buckets":{"deposit":"c9efa56e-549f-4682-8af9-e10aaf9b5b43"},"_deposit":{"created_by":13,"id":"5037","owners":[13],"pid":{"revision_id":0,"type":"depid","value":"5037"},"status":"published"},"_oai":{"id":"oai:mie-u.repo.nii.ac.jp:00005037","sets":["366:367:368:391"]},"author_link":["10841","10842","10843"],"item_4_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1998-12-25","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"50","bibliographicPageStart":"39","bibliographicVolumeNumber":"23","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":"Elasto-plastic and post-buckling analysis was performed to trace the cyclic behavior of concrete-filled steel tubular (CFT) beam-columns, which had been tested previously. Analytical model to solve the deflections of the beam-column was divided into a number of elements, and the solution satisfying the equilibrium at each subdivision point was searched by the proposed way of combining the degrading type moment-curvature relation with the numerical integration scheme. The effect of local buckling of steel tube was taken into account by employing the degrading type of stress-strain relation. The paper first presents how to handle the deflection analysis of a member whose moment-curvature relation possesses the descending part, which is not possible by the conventional numerical integration, and discusses the accuracy of the solution compared with the test results.","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":"局部座屈を考慮したコンクリート充てん鋼管柱の弾塑性挙動に関する解析的研究"}]},"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":"Tsuiki, Akira","creatorNameLang":"en"},{"creatorName":"築城, 彰良","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Kawaguchi, Jun","creatorNameLang":"en"},{"creatorName":"川口, 淳","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"Morino, Shosuke","creatorNameLang":"en"},{"creatorName":"森野, 捷輔","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":"AA008163410230007.PDF","filesize":[{"value":"913.1 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"AA008163410230007.PDF","url":"https://mie-u.repo.nii.ac.jp/record/5037/files/AA008163410230007.PDF"},"version_id":"45270f04-96b8-4ff1-b760-ae5cdd27b491"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Stress degradation","subitem_subject_scheme":"Other"},{"subitem_subject":"Stress-strain relation","subitem_subject_scheme":"Other"},{"subitem_subject":"Moment-curvature paths","subitem_subject_scheme":"Other"},{"subitem_subject":"Beam-column","subitem_subject_scheme":"Other"},{"subitem_subject":"Elasto-plastic analysis","subitem_subject_scheme":"Other"},{"subitem_subject":"Hysteresis loop","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":"Analysis of Elasto-Plastic Behavior of Concrete-Filled Steel Tubular Beam-Columns Falling in Local Buckling","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Analysis of Elasto-Plastic Behavior of Concrete-Filled Steel Tubular Beam-Columns Falling in Local Buckling","subitem_title_language":"en"}]},"item_type_id":"4","owner":"13","path":["391"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-07-02"},"publish_date":"2007-07-02","publish_status":"0","recid":"5037","relation_version_is_last":true,"title":["Analysis of Elasto-Plastic Behavior of Concrete-Filled Steel Tubular Beam-Columns Falling in Local Buckling"],"weko_creator_id":"13","weko_shared_id":-1},"updated":"2023-10-05T07:07:35.386525+00:00"}