{"created":"2023-07-25T10:04:50.873284+00:00","id":8,"links":{},"metadata":{"_buckets":{"deposit":"46baaeb6-d4b6-498f-8961-272b7b033078"},"_deposit":{"created_by":16,"id":"8","owners":[16],"pid":{"revision_id":0,"type":"depid","value":"8"},"status":"published"},"_oai":{"id":"oai:sojo-u.repo.nii.ac.jp:00000008","sets":["1:3"]},"author_link":["158","154","152","159","156","153","157","155"],"item_10002_biblio_info_44":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2013-03-01","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"58","bibliographicPageStart":"47","bibliographicVolumeNumber":"38","bibliographic_titles":[{"bibliographic_title":"崇城大学紀要"},{"bibliographic_title":"Bulletin of Sojo University","bibliographic_titleLang":"en"}]}]},"item_10002_description_41":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"本研究では、RC部材の断面解析に適用できるように拡張された修正圧縮場理論の解析モデルを用いて、袖壁付きRC柱のせん断耐力を求めた。得られた解析結果と既往の曲げせん断実験結果との比較により本解析モデルの袖壁付きRC柱のせん断耐力解析への適用性を検討した。また、袖壁付きRC柱断面を等価な長方形断面柱に置換してせん断強度を求める現行のせん断終局強度式による計算結果と既往の曲げせん断実験結果および本解析結果との比較により、置換断面法を用いたこれらの評価式の適用性を検証した。さらに、袖壁付きRC柱のせん断耐力に影響を及ぼす要因である袖壁の形状(袖壁長さ)およびせん断スパン比について検討した。","subitem_description_type":"Abstract"}]},"item_10002_description_49":{"attribute_name":"論文ID（NAID）","attribute_value_mlt":[{"subitem_description":"110009555407","subitem_description_type":"Other"}]},"item_10002_publisher_45":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"崇城大学"}]},"item_10002_source_id_46":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"21857903","subitem_source_identifier_type":"ISSN"}]},"item_10002_source_id_48":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA12550150","subitem_source_identifier_type":"NCID"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"栗原, 和夫"}],"nameIdentifiers":[{"nameIdentifier":"152","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"大嶺, 斎"}],"nameIdentifiers":[{"nameIdentifier":"153","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"松本, 豊"}],"nameIdentifiers":[{"nameIdentifier":"154","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"島津, 勝"}],"nameIdentifiers":[{"nameIdentifier":"155","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Kazuo, KURIHARA","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"156","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Itsuki, OOMINE","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"157","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Yutaka, MATUMOTO","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"158","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Masaru, SHIMAZU","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"159","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":"2013-10-19"}],"displaytype":"detail","filename":"05-研究紀要-第38巻.pdf","filesize":[{"value":"7.2 MB"}],"format":"application/pdf","licensetype":"license_8","mimetype":"application/pdf","url":{"label":"110009555407","url":"https://sojo-u.repo.nii.ac.jp/record/8/files/05-研究紀要-第38巻.pdf"},"version_id":"259efa1a-c5c6-4cc2-ab5e-1c0e9d3bddd7"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"袖壁付きRC柱","subitem_subject_scheme":"Other"},{"subitem_subject":"せん断耐力","subitem_subject_scheme":"Other"},{"subitem_subject":"修正圧縮場理論","subitem_subject_scheme":"Other"},{"subitem_subject":"せん断スパン比","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":"拡張された修正圧縮場理論による袖壁付きRC柱のせん断耐力評価についての解析的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"拡張された修正圧縮場理論による袖壁付きRC柱のせん断耐力評価についての解析的研究"},{"subitem_title":"An Analytical Study on Shear Strength of Reinforced Concrete Column with Wing Walls Based on Extended Modified Compression Field Theory","subitem_title_language":"en"}]},"item_type_id":"10002","owner":"16","path":["3"],"pubdate":{"attribute_name":"公開日","attribute_value":"2013-10-19"},"publish_date":"2013-10-19","publish_status":"0","recid":"8","relation_version_is_last":true,"title":["拡張された修正圧縮場理論による袖壁付きRC柱のせん断耐力評価についての解析的研究"],"weko_creator_id":"16","weko_shared_id":-1},"updated":"2023-12-19T06:32:53.889023+00:00"}