{"created":"2023-06-19T09:51:13.930185+00:00","id":8301,"links":{},"metadata":{"_buckets":{"deposit":"969c4ed0-e64d-4315-aca4-0fee0ad9e9bf"},"_deposit":{"created_by":3,"id":"8301","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8301"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008301","sets":["502:505:675:715"]},"author_link":["44719","44726","44721","44725","44723","44720","44727","44724","44722"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2007-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"100","bibliographicPageStart":"93","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":"上地, 清志"}],"nameIdentifiers":[{"nameIdentifier":"44719","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"寺井, 雅和"}],"nameIdentifiers":[{"nameIdentifier":"44720","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"南, 宏一"}],"nameIdentifiers":[{"nameIdentifier":"44721","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":"Authors have developed the earthquake-resistant steel bars to make the seismic energy effectively absorbed. This paper presents the experimented on reinforced concrete bending member which built in the bar with an earthquake-resistant steel as parallel main reinforcement or diagonal main reinforcement, and the seismic performance was examined. As a result, it was shown to contribute to the improvement of the seismic performance the equivalent viscous damping constant grows as the displacement amplitude increases compared with the case to use the ordinary steel when an earthquake-resistant steel is used for main reinforcement.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44722","nameIdentifierScheme":"WEKO"}],"names":[{"name":"カミジ, キヨシ"}]},{"nameIdentifiers":[{"nameIdentifier":"44723","nameIdentifierScheme":"WEKO"}],"names":[{"name":"テライ, マサカズ"}]},{"nameIdentifiers":[{"nameIdentifier":"44724","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":"44725","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KAMIJI, Kiyoshi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44726","nameIdentifierScheme":"WEKO"}],"names":[{"name":"TERAI, Masakazu","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44727","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":"Department of Architecture and Civil Engineering, Faculty of Engineering, Fukuyama University"},{"subitem_text_language":"en","subitem_text_value":"Fukuyama University"}]},"item_1_text_9":{"attribute_name":"著者所属(日)","attribute_value_mlt":[{"subitem_text_value":"福山大学大学院工学研究科建築学専攻"},{"subitem_text_value":"福山大学工学部工学部建築・建設学科"},{"subitem_text_value":"福山大学大学院工学研究科建築学専攻"}]},"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":"KJ00005781717.pdf","filesize":[{"value":"1.1 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8301/files/KJ00005781717.pdf"},"version_id":"146474e7-2e53-4261-93d7-d1a35cf54ad8"}]},"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":"X形配筋","subitem_subject_scheme":"Other"},{"subitem_subject":"曲げ変形性状","subitem_subject_scheme":"Other"},{"subitem_subject":"エネルギー吸収","subitem_subject_scheme":"Other"},{"subitem_subject":"Reinforced Concrete Beam","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Earthquake-Resistant Steel Bar","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Diagonally Reinforcement","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Flexural Behavior","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Energy Dissipation","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とする鉄筋コンクリート部材の耐震性能に関する実験的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"耐震性新鋼材を主筋とする鉄筋コンクリート部材の耐震性能に関する実験的研究"},{"subitem_title":"Experimental Study on Seismic Performance of Reinforced Concrete Members using Earthquake-Resistant Steel Bars","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":"8301","relation_version_is_last":true,"title":["耐震性新鋼材を主筋とする鉄筋コンクリート部材の耐震性能に関する実験的研究"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:26:16.900939+00:00"}