{"created":"2023-06-19T09:51:08.410868+00:00","id":8171,"links":{},"metadata":{"_buckets":{"deposit":"d3cc9a03-33ac-4b1a-b20b-14602c33d9c7"},"_deposit":{"created_by":3,"id":"8171","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8171"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008171","sets":["502:505:675:712"]},"author_link":["43854","43850","43853","43851","43852","43855"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2004-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"72","bibliographicPageStart":"67","bibliographicVolumeNumber":"28","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":"寺井, 雅和"}],"nameIdentifiers":[{"nameIdentifier":"43850","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"南, 宏一"}],"nameIdentifiers":[{"nameIdentifier":"43851","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":"The influence which a few coefficients determine a mechanical performance of main bars do to earthquake energy consumption in formation of the plastic hinge of RC members was considered. Parametric analysis was performed in order to analyze what value should just give as coefficient of steel bar in order to control plastic modification proper. Moreover, multiple regression analysis was also performed. Especially, the analysis result was arranged paying attention to bar arrangement and the axial load ratio. On the basis of the results obtained in this study, the following conclusions may be drawn. 1) In order to enlarge both the ultimate flexural strength and the plastic behavior of RC members, the larger value of alpha and beta is good. 2) In order to enlarge the amount of energy consumption, it is better that alpha is larger and beta is smaller. 3) If the axial load becomes large, the influence of change by the coefficient will almost be lost.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"43852","nameIdentifierScheme":"WEKO"}],"names":[{"name":"テライ, マサカズ"}]},{"nameIdentifiers":[{"nameIdentifier":"43853","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":"43854","nameIdentifierScheme":"WEKO"}],"names":[{"name":"TERAI, Masakazu","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"43855","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":"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":"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":"2004-12-01"}],"displaytype":"detail","filename":"KJ00005781567.pdf","filesize":[{"value":"578.0 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8171/files/KJ00005781567.pdf"},"version_id":"b8893697-e50f-4bd7-87a1-4f54301ce393"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"鉄筋コンクリート","subitem_subject_scheme":"Other"},{"subitem_subject":"耐震性新鋼材","subitem_subject_scheme":"Other"},{"subitem_subject":"曲げ変形性状","subitem_subject_scheme":"Other"},{"subitem_subject":"Rein force Concrete","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Earthquake-Resistant Steel Bar","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Flexural Behavior","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":"耐震性新鋼材を主筋に用いたRC部材の曲げ破壊性状に関する解析的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"耐震性新鋼材を主筋に用いたRC部材の曲げ破壊性状に関する解析的研究"},{"subitem_title":"Analytical Study of Flexural Behavior of RC Members with Earthquake-Resistant Steel Bars","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["712"],"pubdate":{"attribute_name":"公開日","attribute_value":"2004-12-01"},"publish_date":"2004-12-01","publish_status":"0","recid":"8171","relation_version_is_last":true,"title":["耐震性新鋼材を主筋に用いたRC部材の曲げ破壊性状に関する解析的研究"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:28:34.681469+00:00"}