{"created":"2023-06-19T09:51:10.117655+00:00","id":8211,"links":{},"metadata":{"_buckets":{"deposit":"f46b39b3-8df8-4f12-8fa2-16aad458008b"},"_deposit":{"created_by":3,"id":"8211","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8211"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008211","sets":["502:505:675:713"]},"author_link":["44126","44128","44127","44123","44117","44120","44119","44122","44125","44118","44121","44124"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2005-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"46","bibliographicPageStart":"39","bibliographicVolumeNumber":"29","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":"上野谷, 実"}],"nameIdentifiers":[{"nameIdentifier":"44117","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"中村, 雅樹"}],"nameIdentifiers":[{"nameIdentifier":"44118","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"福本, [ユウ]士"}],"nameIdentifiers":[{"nameIdentifier":"44119","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"白川, 祐樹"}],"nameIdentifiers":[{"nameIdentifier":"44120","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":"This paper presents an experimental investigation on the hysteretic behavior of stiffened box columns having two longitudinal ribs under constant compressive thrust combined with cyclic shear loads at the column top. The low-yield web panels behave like dissipative zones of shear link to resist earthquake actions. Four specimens are of four square web panels of 450 mm side. Thicknesses of web panels are 3.5mm and 7mm, and thickness of flange is 7mm. The webs are made of mild steel (SM 400) or low-yield steel (LY 100), and the flanges are made of mild steel. Hysteretic curves in shear are obtained experimentally and compared them for different steel and thickness of web panels. The cyclic shear strength and panel ductility are discussed and compared them from the energy dissipative point.","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44121","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ウエノヤ, ミノル"}]},{"nameIdentifiers":[{"nameIdentifier":"44122","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ナカムラ, マサキ"}]},{"nameIdentifiers":[{"nameIdentifier":"44123","nameIdentifierScheme":"WEKO"}],"names":[{"name":"フクモト, ユウシ"}]},{"nameIdentifiers":[{"nameIdentifier":"44124","nameIdentifierScheme":"WEKO"}],"names":[{"name":"シラカワ, ユウキ"}]}]},"item_1_full_name_8":{"attribute_name":"著者名(英)","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44125","nameIdentifierScheme":"WEKO"}],"names":[{"name":"UENOYA, Minoru","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44126","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NAKAMURA, Masaki","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44127","nameIdentifierScheme":"WEKO"}],"names":[{"name":"FUKUMOTO, Yuhshi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44128","nameIdentifierScheme":"WEKO"}],"names":[{"name":"SHIRAKAWA, Yuhki","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 Civil and Environmental Engineering, Faculty of Engineering, Fukuyama University"},{"subitem_text_language":"en","subitem_text_value":"Department of Civil and Environmental Engineering, Faculty of Engineering, Fukuyama University"},{"subitem_text_language":"en","subitem_text_value":"Department of Civil and Environmental 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":"福山大学工学部建設環境工学科"},{"subitem_text_value":"福山大学工学部建設環境工学科"},{"subitem_text_value":"福山大学工学部建設環境工学科"},{"subitem_text_value":"福山大学工学研究科土木工学専攻"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2005-12-01"}],"displaytype":"detail","filename":"KJ00005781626.pdf","filesize":[{"value":"1.5 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8211/files/KJ00005781626.pdf"},"version_id":"46cc7385-406f-4466-badb-9484be6d5879"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"補剛箱形柱","subitem_subject_scheme":"Other"},{"subitem_subject":"低降伏点鋼","subitem_subject_scheme":"Other"},{"subitem_subject":"繰返しせん断強度","subitem_subject_scheme":"Other"},{"subitem_subject":"エネルギー吸収","subitem_subject_scheme":"Other"},{"subitem_subject":"ダクティリティー","subitem_subject_scheme":"Other"},{"subitem_subject":"Stiffened box column","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Low-Yield Steel","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Cyclic Shear Strength","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Energy Dissipation","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Ductility","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":"繰り返しせん断を受けるハイブリッド型箱形断面柱の弾塑性挙動に関する実験的研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"繰り返しせん断を受けるハイブリッド型箱形断面柱の弾塑性挙動に関する実験的研究"},{"subitem_title":"Experimental Study on Elastic-Plastic Behavior of Hybrid Box Columns under Cyclic Shear","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["713"],"pubdate":{"attribute_name":"公開日","attribute_value":"2005-12-01"},"publish_date":"2005-12-01","publish_status":"0","recid":"8211","relation_version_is_last":true,"title":["繰り返しせん断を受けるハイブリッド型箱形断面柱の弾塑性挙動に関する実験的研究"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:27:40.956738+00:00"}