{"created":"2023-06-19T10:27:19.429305+00:00","id":6247,"links":{},"metadata":{"_buckets":{"deposit":"f825b12e-fe86-4454-90ff-32ae9fda550a"},"_deposit":{"created_by":18,"id":"6247","owners":[18],"pid":{"revision_id":0,"type":"depid","value":"6247"},"status":"published"},"_oai":{"id":"oai:muroran-it.repo.nii.ac.jp:00006247","sets":["216:408:284","46"]},"author_link":["44866","12523","483","24840"],"item_79_biblio_info_10":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2004-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1348","bibliographicPageStart":"1337","bibliographicVolumeNumber":"50","bibliographic_titles":[{"bibliographic_title":"構造工学論文集. 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The results obtained from this study are as follows; 1) the larger the Vf ratio, the greater the static and impact resistant capacity due to bridge effects of the short-fiber; 2) when the mixed fiber ratio Vf was increased by 1, 2, and 3%, impact resistant capacity of the RC beam was improved by 1.7, 2.3, and 3.1 times with reference to that of normal RC beam, respectively; 3) failure mode of the RC beams was shifted from shear failure type to flexural failure type due to increasing in mixed fiber ratio Vf of the short-fiber.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_79_link_5":{"attribute_name":"室蘭工業大学研究者データベースへのリンク","attribute_value_mlt":[{"subitem_link_text":"栗橋 祐介(KURIHASHI Yusuke)","subitem_link_url":"http://rdsoran.muroran-it.ac.jp/html/100000204_ja.html"}]},"item_79_publisher_11":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会","subitem_publisher_language":"ja"}]},"item_79_relation_15":{"attribute_name":"論文ID(NAID)","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"120003895594","subitem_relation_type_select":"NAID"}}]},"item_79_rights_19":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright 2004 土木学会 ダウンロードを含むこの著作物の利用は、著作権法の私的使用及び引用の範囲に限り認められます。その範囲外の利用については、土木学会の承諾が必要です。","subitem_rights_language":"ja"}]},"item_79_source_id_12":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"18816614","subitem_source_identifier_type":"ISSN"}]},"item_79_source_id_14":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN10122872","subitem_source_identifier_type":"NCID"}]},"item_79_subject_9":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"510","subitem_subject_scheme":"NDC"}]},"item_79_version_type_21":{"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_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open 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祐介","givenNameLang":"ja"},{"givenName":"Yusuke","givenNameLang":"en"},{"givenName":"ユウスケ","givenNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"12523","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"1000030414189","nameIdentifierScheme":"NRID","nameIdentifierURI":"https://nrid.nii.ac.jp/ja/nrid/1000030414189"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-02-15"}],"displaytype":"detail","filename":"JSE50A_1337_2004.pdf","filesize":[{"value":"1.3 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE50A_1337_2004.pdf","objectType":"fulltext","url":"https://muroran-it.repo.nii.ac.jp/record/6247/files/JSE50A_1337_2004.pdf"},"version_id":"a66cb31a-fa69-45e8-ba12-a068d491741f"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"RC梁","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"ビニロン短繊維","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"衝撃荷重載荷実験","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"耐衝撃性","subitem_subject_language":"ja","subitem_subject_scheme":"Other"},{"subitem_subject":"RC beam","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Vinylon short-fiber","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"impact loading test","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"impact resistant capacity","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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"ビニロン短繊維を混入したRC梁の耐衝撃性に及ぼす短繊維混入率の影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"ビニロン短繊維を混入したRC梁の耐衝撃性に及ぼす短繊維混入率の影響","subitem_title_language":"ja"},{"subitem_title":"Upgrading effects of impact resistant capacity for RC beams due to mixing Vinylon short-fiber","subitem_title_language":"en"}]},"item_type_id":"79","owner":"18","path":["46","284"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2012-03-16"},"publish_date":"2012-03-16","publish_status":"0","recid":"6247","relation_version_is_last":true,"title":["ビニロン短繊維を混入したRC梁の耐衝撃性に及ぼす短繊維混入率の影響"],"weko_creator_id":"18","weko_shared_id":-1},"updated":"2023-11-01T05:41:59.109869+00:00"}