{"created":"2023-06-19T11:37:40.201359+00:00","id":5067,"links":{},"metadata":{"_buckets":{"deposit":"40e7bf1c-dcbf-416e-80b7-f38e5d0a2d3b"},"_deposit":{"created_by":13,"id":"5067","owners":[13],"pid":{"revision_id":0,"type":"depid","value":"5067"},"status":"published"},"_oai":{"id":"oai:mie-u.repo.nii.ac.jp:00005067","sets":["366:367:368:393"]},"author_link":["10905","10906","10907"],"item_4_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2000-12-27","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"44","bibliographicPageStart":"27","bibliographicVolumeNumber":"25","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":"Compression tests of concrete-filled steel tube (CFT) short columns have been conducted to clarify the scale effect on the compression behavior of CFT short columns. The experimental variables were as follows : shape of tube, size of specimen, strength of filled-concrete, D/t or B/t ratio, and loading method (applying the compression load only on the filled-concrete and on the overall cross-section). This paper first presents the test results concerning failure mode, circumferential strain distributions, load-deformation behavior, and discusses the evaluation of the strength of confined concrete inside the tube and the evaluation of the strength of CFT short columns considering the scale and confining effects.","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":"コンクリート充填鋼管短柱の圧縮挙動に及ぼす寸法効果"}]},"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":"YAMAMOTO, Takamasa","creatorNameLang":"en"},{"creatorName":"山本, 貴正","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"10905","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"KAWAGUCHI, Jun","creatorNameLang":"en"},{"creatorName":"川口, 淳","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"10906","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"MORINO, Shosuke","creatorNameLang":"en"},{"creatorName":"森野, 捷輔","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"10907","nameIdentifierScheme":"WEKO"}]}]},"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":"AA008163410250005.PDF","filesize":[{"value":"1.5 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"AA008163410250005.PDF","url":"https://mie-u.repo.nii.ac.jp/record/5067/files/AA008163410250005.PDF"},"version_id":"93d1873b-b8bb-447d-9fed-07177d2198d9"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"CFT","subitem_subject_scheme":"Other"},{"subitem_subject":"Size of Specimens","subitem_subject_scheme":"Other"},{"subitem_subject":"Scale Effect","subitem_subject_scheme":"Other"},{"subitem_subject":"Confining Effect Failure Type","subitem_subject_scheme":"Other"},{"subitem_subject":"Maximum Strength","subitem_subject_scheme":"Other"},{"subitem_subject":"Compressive Strength","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":"Scale Effect on Compression Behavior of Concrete-Filled Steel Tube Short Columns","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Scale Effect on Compression Behavior of Concrete-Filled Steel Tube Short Columns","subitem_title_language":"en"}]},"item_type_id":"4","owner":"13","path":["393"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-07-02"},"publish_date":"2007-07-02","publish_status":"0","recid":"5067","relation_version_is_last":true,"title":["Scale Effect on Compression Behavior of Concrete-Filled Steel Tube Short Columns"],"weko_creator_id":"13","weko_shared_id":-1},"updated":"2023-10-05T07:30:43.534115+00:00"}