{"created":"2023-07-25T08:12:22.287218+00:00","id":12698,"links":{},"metadata":{"_buckets":{"deposit":"0d849169-a54a-4fc5-aa3c-eaf81847c9c6"},"_deposit":{"created_by":18,"id":"12698","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"12698"},"status":"published"},"_oai":{"id":"oai:ir.kagoshima-u.ac.jp:00012698","sets":["228:273:5351","35:36"]},"author_link":[],"item_7_biblio_info_5":{"attribute_name":"収録雑誌名","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1989-11","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"139","bibliographicPageStart":"133","bibliographicVolumeNumber":"31","bibliographic_titles":[{"bibliographic_title":"鹿児島大学工学部研究報告","bibliographic_titleLang":"ja"},{"bibliographic_title":"The research reports of the Faculty of Engineering, Kagoshima University","bibliographic_titleLang":"en"}]}]},"item_7_date_6":{"attribute_name":"作成日","attribute_value_mlt":[{"subitem_date_issued_datetime":"1989-11","subitem_date_issued_type":"Issued"}]},"item_7_description_4":{"attribute_name":"要約(Abstract)","attribute_value_mlt":[{"subitem_description":"The equations of the ultimate strength for a column with wing walls in both sides which have been generally used, are not always estimated with accuracy, as compared to the ultimate strength for rectangular columns, because of the complicated section of the column. Moreover, those equations have been applied to columns with wing wall in one side. The sections of the columns with wing walls in both sides are symmetric, whereas those columns with in one side are unsymmetric. Accordingly, it is assumed that these two types of columns are different in failure patterns and deformation behaviors. The object of this paper is to investigate the strength and deformation behaviors of the four types of concrete columns with wing wall in one side, and to present a satisfactory equation of the ultimate strength for the columns wkth wing wall in one side.","subitem_description_language":"en","subitem_description_type":"Other"}]},"item_7_publisher_23":{"attribute_name":"公開者・出版者","attribute_value_mlt":[{"subitem_publisher":"鹿児島大学","subitem_publisher_language":"ja"},{"subitem_publisher":"Kagoshima University","subitem_publisher_language":"en"}]},"item_7_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"0451212X","subitem_source_identifier_type":"PISSN"}]},"item_7_source_id_9":{"attribute_name":"NII書誌ID","attribute_value_mlt":[{"subitem_source_identifier":"AN00040363","subitem_source_identifier_type":"NCID"}]},"item_7_subject_15":{"attribute_name":"NDC","attribute_value_mlt":[{"subitem_subject":"524","subitem_subject_scheme":"NDC"}]},"item_7_version_type_14":{"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":"久徳, 琢磨","creatorNameLang":"ja"},{"creatorName":"KYUTOKU, Takuma","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"徳広, 育夫","creatorNameLang":"ja"},{"creatorName":"TOKUHIRO, Ikuo","creatorNameLang":"en"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-10-31"}],"displaytype":"detail","filename":"AN00040363_v31_p133-139.pdf","filesize":[{"value":"693.9 kB"}],"format":"application/pdf","mimetype":"application/pdf","url":{"label":"AN00040363_v31_p133-139.pdf","objectType":"fulltext","url":"https://ir.kagoshima-u.ac.jp/record/12698/files/AN00040363_v31_p133-139.pdf"},"version_id":"aaea1ac2-4040-4df0-a180-0ac78cf2c6ee"}]},"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":"鉄筋コンクリート造片側袖壁付き柱の耐力および変形挙動 : 壁厚が薄い場合","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"鉄筋コンクリート造片側袖壁付き柱の耐力および変形挙動 : 壁厚が薄い場合","subitem_title_language":"ja"},{"subitem_title":"Strength and deformation behaviors of reinforced concrete columns with wing wall in one side","subitem_title_language":"en"}]},"item_type_id":"7","owner":"18","path":["36","5351"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2015-06-04"},"publish_date":"2015-06-04","publish_status":"0","recid":"12698","relation_version_is_last":true,"title":["鉄筋コンクリート造片側袖壁付き柱の耐力および変形挙動 : 壁厚が薄い場合"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2024-02-20T05:03:10.376609+00:00"}