{"created":"2023-06-19T09:12:27.732201+00:00","id":24285,"links":{},"metadata":{"_buckets":{"deposit":"db559a9d-f3b5-46f4-8aba-b1657783c8c4"},"_deposit":{"created_by":1,"id":"24285","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"24285"},"status":"published"},"_oai":{"id":"oai:kumadai.repo.nii.ac.jp:00024285","sets":["426:428"]},"author_link":["107683","167021","107674","167020","107676","107673","107681","107675"],"item_16_alternative_title_22":{"attribute_name":"その他の言語のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"EXPERIMENTAL STUDY ON IMPROVEMENT OF FLEXURAL REINFORCEMENT BY CONTINUOUS FIBER SHEET FOR REINFORCED CONCRETE BEAM WITH CLADDING OF FIBER REINFORCED MORTAR"}]},"item_16_alternative_title_23":{"attribute_name":"タイトル（ヨミ）","attribute_value_mlt":[{"subitem_alternative_title":"コウジンセイ センイ ホキョウ モルタル デ ダンメン セキソウ ホキョウ オ ホドコシタ テッキン コンクリートリョウ ニ タイスル レンゾク センイ シート ノ マゲホキョウ コウカ ノ カイゼン ニ カンスル ジッケンテキ ケンキュウ"}]},"item_16_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2009-03-30","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"637","bibliographicPageEnd":"440","bibliographicPageStart":"433","bibliographicVolumeNumber":"74","bibliographic_titles":[{"bibliographic_title":"日本建築学会構造系論文集"}]}]},"item_16_creator_3":{"attribute_name":"別言語の著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Kakuno, Yoshinori"}],"nameIdentifiers":[{"nameIdentifier":"107681","nameIdentifierScheme":"WEKO"}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"村上, 聖","creatorNameLang":"ja"},{"creatorName":"ムラカミ, キヨシ","creatorNameLang":"ja-Kana"},{"creatorName":"Murakami, Kiyoshi","creatorNameLang":"en"}],"familyNames":[{"familyName":"村上","familyNameLang":"ja"},{"familyName":"ムラカミ","familyNameLang":"ja-Kana"},{"familyName":"Murakami","familyNameLang":"en"}],"givenNames":[{"givenName":"聖","givenNameLang":"ja"},{"givenName":"キヨシ","givenNameLang":"ja-Kana"},{"givenName":"Kiyoshi","givenNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"167020","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Shimoda, Seiya"}],"nameIdentifiers":[{"nameIdentifier":"107683","nameIdentifierScheme":"WEKO"}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"武田, 浩二","creatorNameLang":"ja"},{"creatorName":"タケダ, コウジ","creatorNameLang":"ja-Kana"},{"creatorName":"Takeda, Koji","creatorNameLang":"en"}],"familyNames":[{"familyName":"武田","familyNameLang":"ja"},{"familyName":"タケダ","familyNameLang":"ja-Kana"},{"familyName":"Takeda","familyNameLang":"en"}],"givenNames":[{"givenName":"浩二","givenNameLang":"ja"},{"givenName":"コウジ","givenNameLang":"ja-Kana"},{"givenName":"Koji","givenNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"167021","nameIdentifierScheme":"WEKO"}]}]},"item_16_description_17":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_16_description_46":{"attribute_name":"資源タイプ","attribute_value_mlt":[{"subitem_description":"論文(Article)","subitem_description_type":"Other"}]},"item_16_description_5":{"attribute_name":"内容記述","attribute_value_mlt":[{"subitem_description":"In this study, analytical and experimental investigations were conducted to clarify the effect of clad reinforcement by polyethylene fiber reinforced mortar (PEFRM) on flexural characteristics of reinforced concrete (RC) beams strengthened with polyethylene fiber sheets. High-performance polyethylene fibers (PEF) were used for making the PEFRM with high tensile strength. The PEFRM-cladding was performed on the tensile side of the RC beam. The RC beams strengthened with the PEFRM-cladding and the sheets were tested under pure bending. As a result, it was shown that the PEFRM-cladding has a remarkable effect on an improvement of flexural reinforcement by the sheets of the RC beam.","subitem_description_type":"Other"}]},"item_16_description_77":{"attribute_name":"URL","attribute_value_mlt":[{"subitem_description":"http://ci.nii.ac.jp/naid/110007137364","subitem_description_type":"Other"}]},"item_16_publisher_36":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"社団法人 日本建築学会"}]},"item_16_relation_16":{"attribute_name":"情報源(ISSN)","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_text":"13404202"}]}]},"item_16_rights_12":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"社団法人 日本建築学会"}]},"item_16_source_id_9":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN10438559","subitem_source_identifier_type":"NCID"}]},"item_16_subject_20":{"attribute_name":"日本十進分類法","attribute_value_mlt":[{"subitem_subject":"510","subitem_subject_scheme":"NDC"}]},"item_16_text_18":{"attribute_name":"形態","attribute_value_mlt":[{"subitem_text_value":"937702 bytes"}]},"item_16_text_47":{"attribute_name":"資源タイプ・ローカル","attribute_value_mlt":[{"subitem_text_value":"雑誌掲載論文"}]},"item_16_text_48":{"attribute_name":"資源タイプ・NII","attribute_value_mlt":[{"subitem_text_value":"Journal Article"}]},"item_16_text_49":{"attribute_name":"資源タイプ・DCMI","attribute_value_mlt":[{"subitem_text_value":"text"}]},"item_16_text_50":{"attribute_name":"資源タイプ・ローカル表示コード","attribute_value_mlt":[{"subitem_text_value":"01"}]},"item_16_text_78":{"attribute_name":"コメント","attribute_value_mlt":[{"subitem_text_value":"本文データは学協会の許諾に基づきCiNiiから複製したものである"}]},"item_16_version_type_19":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_type":"VoR"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"角野, 嘉則"}],"nameIdentifiers":[{"nameIdentifier":"107673","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"村上, 聖"}],"nameIdentifiers":[{"nameIdentifier":"107674","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"下田, 誠也"}],"nameIdentifiers":[{"nameIdentifier":"107675","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"武田, 浩二"}],"nameIdentifiers":[{"nameIdentifier":"107676","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":"2020-03-02"}],"displaytype":"detail","filename":"110007137364.pdf","filesize":[{"value":"937.7 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"110007137364.pdf","url":"https://kumadai.repo.nii.ac.jp/record/24285/files/110007137364.pdf"},"version_id":"bfc6d722-9efd-45a1-9001-7c93a612e316"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"積層補強","subitem_subject_scheme":"Other"},{"subitem_subject":"鉄筋コンクリート梁","subitem_subject_scheme":"Other"},{"subitem_subject":"曲げ補強","subitem_subject_scheme":"Other"},{"subitem_subject":"連続繊維シート","subitem_subject_scheme":"Other"},{"subitem_subject":"繊維補強モルタル","subitem_subject_scheme":"Other"},{"subitem_subject":"Clad reinforcement","subitem_subject_scheme":"Other"},{"subitem_subject":"Reinforced concrete beam","subitem_subject_scheme":"Other"},{"subitem_subject":"Flexural reinforcement","subitem_subject_scheme":"Other"},{"subitem_subject":"Continuous fiber sheet","subitem_subject_scheme":"Other"},{"subitem_subject":"Fiber reinforced mortar","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":"高靭性繊維補強モルタルで断面積層補強を施した鉄筋コンクリート梁に対する連続繊維シートの曲げ補強効果の改善に関する実験的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"高靭性繊維補強モルタルで断面積層補強を施した鉄筋コンクリート梁に対する連続繊維シートの曲げ補強効果の改善に関する実験的研究"}]},"item_type_id":"16","owner":"1","path":["428"],"pubdate":{"attribute_name":"公開日","attribute_value":"2010-12-21"},"publish_date":"2010-12-21","publish_status":"0","recid":"24285","relation_version_is_last":true,"title":["高靭性繊維補強モルタルで断面積層補強を施した鉄筋コンクリート梁に対する連続繊維シートの曲げ補強効果の改善に関する実験的研究"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-09-05T02:19:39.055748+00:00"}