{"created":"2023-06-19T09:51:12.654336+00:00","id":8271,"links":{},"metadata":{"_buckets":{"deposit":"c535856b-c64f-46d0-a3a3-da50cfe5919d"},"_deposit":{"created_by":3,"id":"8271","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8271"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008271","sets":["502:505:675:714"]},"author_link":["44527","44528","44519","44523","44529","44532","44531","44525","44515","44517","44520","44530","44522","44526","44521","44516","44518","44524"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2006-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"150","bibliographicPageStart":"143","bibliographicVolumeNumber":"30","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":"中野, 亜紀"}],"nameIdentifiers":[{"nameIdentifier":"44515","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"阪本, 敦史"}],"nameIdentifiers":[{"nameIdentifier":"44516","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"菊川, 春三"}],"nameIdentifiers":[{"nameIdentifier":"44517","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"木下, 拓也"}],"nameIdentifiers":[{"nameIdentifier":"44518","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"福原, 実苗"}],"nameIdentifiers":[{"nameIdentifier":"44519","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"南, 宏一"}],"nameIdentifiers":[{"nameIdentifier":"44520","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":"Recently, there is a situation that the high strength shear reinforcement might be used to shear reinforcement of reinforced concrete construction building. To the beam in these buildings the hole of penetration through the beam is often installed. Then, the open hole reinforcing bar of the high strength of the 1275N/mm^2 class in the yield stress degree is used. It is thought that it is made light, prevent overcrowded bar arrangement, and the reliability of structure improve by using the opening reinforcement sources made from one reinforcement. However, concrete intensity and shear reinforcement strength and a continuation the opening spacing is not yet considered fully. This research experiments to understand the effect of reinforcement of opening reinforcement which uses the high strength reinforcement of 1275N/mm^2 for RC perforated beam where the shear fracture is caused. Destructiveness, ultimate shearing strength and adaptability of expression in the past are examined. In addition, it designs new type of opening reinforcement.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44521","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ナカノ, アキ"}]},{"nameIdentifiers":[{"nameIdentifier":"44522","nameIdentifierScheme":"WEKO"}],"names":[{"name":"サカモト, アツシ"}]},{"nameIdentifiers":[{"nameIdentifier":"44523","nameIdentifierScheme":"WEKO"}],"names":[{"name":"キクカワ, シュンソウ"}]},{"nameIdentifiers":[{"nameIdentifier":"44524","nameIdentifierScheme":"WEKO"}],"names":[{"name":"キノシタ, タクヤ"}]},{"nameIdentifiers":[{"nameIdentifier":"44525","nameIdentifierScheme":"WEKO"}],"names":[{"name":"フクハラ, ミナエ"}]},{"nameIdentifiers":[{"nameIdentifier":"44526","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":"44527","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NAKANO, Aki","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44528","nameIdentifierScheme":"WEKO"}],"names":[{"name":"SAKAMOTO, Astushi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44529","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KIKUKAWA, Shunso","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44530","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KINOSHITA, Takuya","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44531","nameIdentifierScheme":"WEKO"}],"names":[{"name":"FUKUHARA, Minae","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44532","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":"Department of Architecture, Faculty of Engineering, Fukuyama University"},{"subitem_text_language":"en","subitem_text_value":"/"},{"subitem_text_language":"en","subitem_text_value":"Fukuyama University"},{"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":"福山大学工学部建築学科"},{"subitem_text_value":"山陽建設株式会社"},{"subitem_text_value":"JFEテクノワイヤ"},{"subitem_text_value":"福山大学大学院建築学専攻"},{"subitem_text_value":"福山大学"},{"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":"2006-12-01"}],"displaytype":"detail","filename":"KJ00005781726.pdf","filesize":[{"value":"2.3 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8271/files/KJ00005781726.pdf"},"version_id":"2e3b5dd3-35e2-4dac-b7c3-9bede4ee9aaa"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"高強度開孔補強筋","subitem_subject_scheme":"Other"},{"subitem_subject":"有孔梁","subitem_subject_scheme":"Other"},{"subitem_subject":"鉄筋コンクリート構造","subitem_subject_scheme":"Other"},{"subitem_subject":"せん断破壊","subitem_subject_scheme":"Other"},{"subitem_subject":"High-strength Opening Reinforcement","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Perforated Beams","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Reinforced Concrete Structure","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Shear Failure","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":"高強度開孔補強筋を用いた鉄筋コンクリート有孔梁のせん断破壊性状に関する実験的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"高強度開孔補強筋を用いた鉄筋コンクリート有孔梁のせん断破壊性状に関する実験的研究"},{"subitem_title":"Shear Failure of Reinforced Concrete Perforated Beams with High-strength Opening Reinforcement","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["714"],"pubdate":{"attribute_name":"公開日","attribute_value":"2006-12-01"},"publish_date":"2006-12-01","publish_status":"0","recid":"8271","relation_version_is_last":true,"title":["高強度開孔補強筋を用いた鉄筋コンクリート有孔梁のせん断破壊性状に関する実験的研究"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:27:06.904990+00:00"}