{"created":"2023-06-19T09:51:10.581293+00:00","id":8222,"links":{},"metadata":{"_buckets":{"deposit":"a1b40d03-e243-4e84-a88c-ef1edebeaf21"},"_deposit":{"created_by":3,"id":"8222","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8222"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008222","sets":["502:505:675:713"]},"author_link":["44205","44204","44202","44203","44201","44206"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2005-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"146","bibliographicPageStart":"141","bibliographicVolumeNumber":"29","bibliographic_titles":[{"bibliographic_title":"福山大学工学部紀要"}]}]},"item_1_creator_6":{"attribute_name":"著者名(日)","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"福原, 実苗"}],"nameIdentifiers":[{"nameIdentifier":"44201","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"南, 宏一"}],"nameIdentifiers":[{"nameIdentifier":"44202","nameIdentifierScheme":"WEKO"}]}]},"item_1_description_1":{"attribute_name":"ページ属性","attribute_value_mlt":[{"subitem_description":"P(論文)","subitem_description_type":"Other"}]},"item_1_description_12":{"attribute_name":"抄録(英)","attribute_value_mlt":[{"subitem_description":"This paper describes the ductility of ordinary RC columns (called ORC columns) and new system RC columns (called CRC columns) with core concrete confined thin steel spiral tube (called WP), reversed cyclic lateral loading. Axial load is the constant axial load and the varying axial load. Eight specimens are tested. The applied axial loads are four type of 0.3Fc, 0.6Fc, 0.3Fc～0.3Ags y and 0.6Fc～0.6Ags y. It is shown that the CRC columns have a higher ductility more than ordinary RC columns, comparing with the restoring farce characteristics, axial strain-horizontal deformation relationship, and crack condition from the experimental results.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44203","nameIdentifierScheme":"WEKO"}],"names":[{"name":"フクハラ, ミナエ"}]},{"nameIdentifiers":[{"nameIdentifier":"44204","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ミナミ, コウイチ"}]}]},"item_1_full_name_8":{"attribute_name":"著者名(英)","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44205","nameIdentifierScheme":"WEKO"}],"names":[{"name":"FUKUHARA, Minae","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44206","nameIdentifierScheme":"WEKO"}],"names":[{"name":"MINAMI, Koichi","nameLang":"en"}]}]},"item_1_source_id_13":{"attribute_name":"雑誌書誌ID","attribute_value_mlt":[{"subitem_source_identifier":"AN00217655","subitem_source_identifier_type":"NCID"}]},"item_1_text_10":{"attribute_name":"著者所属(英)","attribute_value_mlt":[{"subitem_text_language":"en","subitem_text_value":"Fukuyama University"},{"subitem_text_language":"en","subitem_text_value":"Department of Architecture, Faculty of Engineering, Fukuyama University"}]},"item_1_text_9":{"attribute_name":"著者所属(日)","attribute_value_mlt":[{"subitem_text_value":"福山大学大学院工学研究科建築学専攻"},{"subitem_text_value":"福山大学工学部工学部建築学科"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2005-12-01"}],"displaytype":"detail","filename":"KJ00005781637.pdf","filesize":[{"value":"581.9 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8222/files/KJ00005781637.pdf"},"version_id":"2c3ff340-47d0-4e5d-a02f-120a8ac6f4c6"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"芯コンクリート","subitem_subject_scheme":"Other"},{"subitem_subject":"薄肉スパイラル鋼管","subitem_subject_scheme":"Other"},{"subitem_subject":"残存軸方向耐力","subitem_subject_scheme":"Other"},{"subitem_subject":"鉛直方向ひずみ","subitem_subject_scheme":"Other"},{"subitem_subject":"Core concrete","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Thin steel spiral tube","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Remaining axial strength","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Axial strain","subitem_subject_language":"en","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"jpn"}]},"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":"薄肉スパイラル鋼管で補強したRC柱の力学的挙動","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"薄肉スパイラル鋼管で補強したRC柱の力学的挙動"},{"subitem_title":"Strengthening Effect of RC Columns Using Steel Spiral Thin Tubes","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["713"],"pubdate":{"attribute_name":"公開日","attribute_value":"2005-12-01"},"publish_date":"2005-12-01","publish_status":"0","recid":"8222","relation_version_is_last":true,"title":["薄肉スパイラル鋼管で補強したRC柱の力学的挙動"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:27:51.540324+00:00"}