{"created":"2023-06-19T11:37:33.984923+00:00","id":4922,"links":{},"metadata":{"_buckets":{"deposit":"68a4e12d-42c9-47a0-8139-2cc8cd0dfbc8"},"_deposit":{"created_by":13,"id":"4922","owners":[13],"pid":{"revision_id":0,"type":"depid","value":"4922"},"status":"published"},"_oai":{"id":"oai:mie-u.repo.nii.ac.jp:00004922","sets":["366:367:368:384"]},"author_link":["10471","10472","10473"],"item_4_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1991-12-20","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"78","bibliographicPageStart":"61","bibliographicVolumeNumber":"16","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":"Three-dimensional subassemblages consisting of a concrete-filled steel tubular column and four H-shaped beams are tested under a constant axial load on the column, constant beam loads in the minor direction, and alternately repeated beam shear in the major direction simulating the earthquake loading. The specimens are designed for two types of the failure mode ; shear failure of the beam-to-column connection panel, and flexural failure of the column. The paper presents the test results, and discusses the hysteretic behavior, the maximum strength, the energy dissipation capacity, and failure configuration of each specimen, comparing the test results with the results of analysis. It is concluded that the panel-failing specimens are more stable and exhibit more energy dissipation capacity compared with the column-failing sprecimens, the strength of the panel-failing specimen exceeds the calculated strength and reaches the strength corresponding to the column failure, although the connection panel yields in shear, and the specimen subjected to the bi-axial bending in the column becomes unstable due to excessive deformation of a doglegged shape in the minor direction.","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":"コンクリート充てん角形鋼管構造立体架構"}]},"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":"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":[{}]},{"creatorNames":[{"creatorName":"Yasuzaki, Chihiro","creatorNameLang":"en"},{"creatorName":"安崎, 千博","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":"AA008163410160009.PDF","filesize":[{"value":"1.0 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"AA008163410160009.PDF","url":"https://mie-u.repo.nii.ac.jp/record/4922/files/AA008163410160009.PDF"},"version_id":"68ad4d69-0763-482d-9e9d-786eee4511b8"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"CFST","subitem_subject_scheme":"Other"},{"subitem_subject":"space frame","subitem_subject_scheme":"Other"},{"subitem_subject":"three-dimensional loading","subitem_subject_scheme":"Other"},{"subitem_subject":"bi-axial bending","subitem_subject_scheme":"Other"},{"subitem_subject":"maximum strength","subitem_subject_scheme":"Other"},{"subitem_subject":"hysteretic behavior","subitem_subject_scheme":"Other"},{"subitem_subject":"energy dissipation capacity","subitem_subject_scheme":"Other"},{"subitem_subject":"failure mode","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 Behavior of Concrete-Filled Steel Tubular Three-Dimensional Subassemblages","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Elasto-Plastic Behavior of Concrete-Filled Steel Tubular Three-Dimensional Subassemblages","subitem_title_language":"en"}]},"item_type_id":"4","owner":"13","path":["384"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-07-02"},"publish_date":"2007-07-02","publish_status":"0","recid":"4922","relation_version_is_last":true,"title":["Elasto-Plastic Behavior of Concrete-Filled Steel Tubular Three-Dimensional Subassemblages"],"weko_creator_id":"13","weko_shared_id":-1},"updated":"2023-10-05T05:32:15.305157+00:00"}