{"created":"2023-06-19T09:51:07.131939+00:00","id":8141,"links":{},"metadata":{"_buckets":{"deposit":"30e75d13-3b92-40d3-b37d-8d2f13723ffe"},"_deposit":{"created_by":3,"id":"8141","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8141"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008141","sets":["502:505:675:711"]},"author_link":["43664","43672","43671","43668","43669","43667","43665","43666","43670"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2003-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"140","bibliographicPageStart":"131","bibliographicVolumeNumber":"27","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":"中澤, 淳"}],"nameIdentifiers":[{"nameIdentifier":"43664","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"蒲原, 裕一"}],"nameIdentifiers":[{"nameIdentifier":"43665","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"南, 宏一"}],"nameIdentifiers":[{"nameIdentifier":"43666","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":"In this paper, it examines the shear failure properties about of RC members with high strength concrete and shear reinforcement. Systematic tests which combined high strength shear reinforcement, super high strength concrete(σ wy=785 1275MPa) and concrete of various strength including high strength (Fc=21～100MPa) were carried out. Ultimate shear strength can not be estimated by the prcvious design code. Then, we proposed new evaluation method of applying Minami and Wakabayashi theory. Evaluation method of shear strength uses truss and arch mechanism, and the strength decrease coefficient is multiplied by the concrete and reinforcement strength. From the test results, it was shown that ultimate shear strength can be estimated to proposed new evaluation method.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"43667","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ナカザワ, アツシ"}]},{"nameIdentifiers":[{"nameIdentifier":"43668","nameIdentifierScheme":"WEKO"}],"names":[{"name":"カンバラ, ユウイチ"}]},{"nameIdentifiers":[{"nameIdentifier":"43669","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":"43670","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NAKAZAWA, Atsushi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"43671","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KANBARA, Yuichi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"43672","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":"JFEテクノワイヤ(株)"},{"subitem_text_value":"福山大学大学院建築学専攻"},{"subitem_text_value":"福山大学工学部建築学科"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2003-12-01"}],"displaytype":"detail","filename":"KJ00005781537.pdf","filesize":[{"value":"933.2 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8141/files/KJ00005781537.pdf"},"version_id":"54af6195-204b-4c67-b5f1-69de657cf5b9"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"高強度材料","subitem_subject_scheme":"Other"},{"subitem_subject":"終局せん断耐力","subitem_subject_scheme":"Other"},{"subitem_subject":"トラス機構","subitem_subject_scheme":"Other"},{"subitem_subject":"アーチ機構","subitem_subject_scheme":"Other"},{"subitem_subject":"High strength members","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Ultimate shear strength","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Truss mechanism","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Arch mechanism","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":"高強度材料を用いたRC部材の終局せん断耐力","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"高強度材料を用いたRC部材の終局せん断耐力"},{"subitem_title":"Ultimate Shear Strength of Reinforced Concrete Members with High-Strength Concrete and Shear Reinforcement","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["711"],"pubdate":{"attribute_name":"公開日","attribute_value":"2003-12-01"},"publish_date":"2003-12-01","publish_status":"0","recid":"8141","relation_version_is_last":true,"title":["高強度材料を用いたRC部材の終局せん断耐力"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:29:19.937572+00:00"}