{"created":"2023-06-19T09:51:13.638293+00:00","id":8294,"links":{},"metadata":{"_buckets":{"deposit":"c4e23ec3-d97f-47aa-9c45-e574c0d92078"},"_deposit":{"created_by":3,"id":"8294","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8294"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008294","sets":["502:505:675:715"]},"author_link":["44667","44666","44663","44664","44665","44662"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2007-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"36","bibliographicPageStart":"27","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":"中村, 雅樹"}],"nameIdentifiers":[{"nameIdentifier":"44662","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"上野谷, 実"}],"nameIdentifiers":[{"nameIdentifier":"44663","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 or five 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. Seven 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 (SM400) or low-yield steel (LY 100 and FLS), 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":"44664","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ナカムラ, マサキ"}]},{"nameIdentifiers":[{"nameIdentifier":"44665","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ウエノヤ, ミノル"}]}]},"item_1_full_name_8":{"attribute_name":"著者名(英)","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44666","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NAKAMURA, Masaki","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44667","nameIdentifierScheme":"WEKO"}],"names":[{"name":"UENOYA, Minoru","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 and Civil Engineering, Faculty of Engineering, 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":"福山大学工学部建築・建設学科"},{"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":"KJ00005781710.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/8294/files/KJ00005781710.pdf"},"version_id":"fd4851a4-f989-41e2-9775-3e2a57e3db85"}]},"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強度および変形性能","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強度および変形性能"},{"subitem_title":"Strength and Ductility of Hybrid Box Columns under Cyclic Shear","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":"8294","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強度および変形性能"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:26:06.345472+00:00"}