{"created":"2023-06-19T09:51:05.571440+00:00","id":8104,"links":{},"metadata":{"_buckets":{"deposit":"d819e64c-351d-4910-8937-a89f3c129f56"},"_deposit":{"created_by":3,"id":"8104","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8104"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008104","sets":["502:505:675:710"]},"author_link":["43434","43436","43432","43433","43437","43435"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2002-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"66","bibliographicPageStart":"59","bibliographicVolumeNumber":"26","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":"43432","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"南, 宏一"}],"nameIdentifiers":[{"nameIdentifier":"43433","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":"As appeared in fracture phenomena of compression, bending and shear failure, the size effect is probably the most important manifestation in view of the structural safety. This paper presents the experimental work on elasto-plastic behavior of the full scale RC column, which has the cross-section size of 600*600mm subjected to cyclic horizontal load and varying axial load. Moreover, it compares these experimental results with the experimental ones of the scaled model, which have the cross-section size 300*300mm, and the size effect on the ultimate strength of RC column is studied.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"43434","nameIdentifierScheme":"WEKO"}],"names":[{"name":"テライ, マサカズ"}]},{"nameIdentifiers":[{"nameIdentifier":"43435","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":"43436","nameIdentifierScheme":"WEKO"}],"names":[{"name":"TERAI, Masakazu","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"43437","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":"2002-12-01"}],"displaytype":"detail","filename":"KJ00005781489.pdf","filesize":[{"value":"847.3 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8104/files/KJ00005781489.pdf"},"version_id":"a1c63ad4-540b-4450-a5e3-5e3e7d38c8e2"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"鉄筋コンクリート造柱","subitem_subject_scheme":"Other"},{"subitem_subject":"寸法効果","subitem_subject_scheme":"Other"},{"subitem_subject":"せん断耐力","subitem_subject_scheme":"Other"},{"subitem_subject":"Reinforce Concrete Columns","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Scale Effect","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Shear Force","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":"鉄筋コンクリート柱の終局強度に影響を与える寸法効果に関する一実験","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"鉄筋コンクリート柱の終局強度に影響を与える寸法効果に関する一実験"},{"subitem_title":"Some Tests on Scale Effect on Ultimate Strength of RC Columns","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["710"],"pubdate":{"attribute_name":"公開日","attribute_value":"2002-12-01"},"publish_date":"2002-12-01","publish_status":"0","recid":"8104","relation_version_is_last":true,"title":["鉄筋コンクリート柱の終局強度に影響を与える寸法効果に関する一実験"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:29:47.249714+00:00"}