{"created":"2023-06-19T09:51:14.017603+00:00","id":8303,"links":{},"metadata":{"_buckets":{"deposit":"86733ad8-9508-4b52-8da3-3f77fd269d02"},"_deposit":{"created_by":3,"id":"8303","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8303"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008303","sets":["502:505:675:715"]},"author_link":["44744","44739","44745","44747","44742","44746","44737","44741","44751","44748","44743","44738","44740","44749","44750"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2007-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"118","bibliographicPageStart":"113","bibliographicVolumeNumber":"31","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":"柏木, 紗知"}],"nameIdentifiers":[{"nameIdentifier":"44737","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"菊川, 春三"}],"nameIdentifiers":[{"nameIdentifier":"44738","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"木下, 拓也"}],"nameIdentifiers":[{"nameIdentifier":"44739","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"福原, 実苗"}],"nameIdentifiers":[{"nameIdentifier":"44740","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"南, 宏一"}],"nameIdentifiers":[{"nameIdentifier":"44741","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":"A lot of standards and indicators concerning the design and the calculation of the reinforced concrete construction including AIJ are being published by various organizations. But, there is no one clearly referred about the ultimate shear strength calculation method of the reinforced concrete circular cross section material. In the former report, the flexural failure was made to precede it. The ultimate flexure strength of a reinforced concrete round material was replaced with a rectangular section and it calculated. The result and the rectangular substitution section were obtained and a value close to the experiment value was obtained than the value requested in the square substitution section. In this report, the experiment to make the shear failure precede it is done. The shape of shear reinforcement is changed from the spiral type into the one turn configuration with the former report. And the difference between the failure property and the hysteresis property is clarified. In addition, the adaptability of the evaluation type of calculated ultimate shear yield strength is aimed at.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44742","nameIdentifierScheme":"WEKO"}],"names":[{"name":"カシワギ, サチ"}]},{"nameIdentifiers":[{"nameIdentifier":"44743","nameIdentifierScheme":"WEKO"}],"names":[{"name":"キクカワ, シュンソウ"}]},{"nameIdentifiers":[{"nameIdentifier":"44744","nameIdentifierScheme":"WEKO"}],"names":[{"name":"キノシタ, タクヤ"}]},{"nameIdentifiers":[{"nameIdentifier":"44745","nameIdentifierScheme":"WEKO"}],"names":[{"name":"フクハラ, ミナエ"}]},{"nameIdentifiers":[{"nameIdentifier":"44746","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":"44747","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KASHIWAGI, Sachi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44748","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KIKUKAWA, Shunsou","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44749","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KINOSHITA, Takuya","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44750","nameIdentifierScheme":"WEKO"}],"names":[{"name":"FUKUHARA, Minae","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44751","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":"/"},{"subitem_text_language":"en","subitem_text_value":"Fukuyama University"},{"subitem_text_language":"en","subitem_text_value":"Department of Architecture and Civil Engineering, Faculty of Engineering, Fukuyama University"}]},"item_1_text_9":{"attribute_name":"著者所属(日)","attribute_value_mlt":[{"subitem_text_value":"福山大学大学院建築学専攻"},{"subitem_text_value":"JFEテクノワイヤ"},{"subitem_text_value":"安藤建設"},{"subitem_text_value":"福山大学"},{"subitem_text_value":"福山大学工学部建築・建設学科"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2007-12-01"}],"displaytype":"detail","filename":"KJ00005781759.pdf","filesize":[{"value":"720.4 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8303/files/KJ00005781759.pdf"},"version_id":"a8e91ddc-3f5c-4ef7-b674-45cf6b34565d"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"RC杭","subitem_subject_scheme":"Other"},{"subitem_subject":"高強度せん断補強筋","subitem_subject_scheme":"Other"},{"subitem_subject":"拘束効果","subitem_subject_scheme":"Other"},{"subitem_subject":"せん断破壊","subitem_subject_scheme":"Other"},{"subitem_subject":"RC Pile","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"High-Strength Shear Reinforcement","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Confining Effect","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":"高強度せん断補強筋を用いた場所打ちRC杭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":"高強度せん断補強筋を用いた場所打ちRC杭のせん断破壊性状に関する実験的研究"},{"subitem_title":"Shear Failure Properties of Cast-In-Place Concrete Pile with High-Strength Shear Reinforcement","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["715"],"pubdate":{"attribute_name":"公開日","attribute_value":"2007-12-01"},"publish_date":"2007-12-01","publish_status":"0","recid":"8303","relation_version_is_last":true,"title":["高強度せん断補強筋を用いた場所打ちRC杭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":"2023-06-19T10:26:18.779346+00:00"}