{"created":"2023-06-19T09:51:12.571203+00:00","id":8269,"links":{},"metadata":{"_buckets":{"deposit":"d58cef9d-0e3b-4c29-86ee-646c049cf977"},"_deposit":{"created_by":3,"id":"8269","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8269"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008269","sets":["502:505:675:714"]},"author_link":["44484","44488","44487","44490","44489","44495","44485","44494","44496","44482","44491","44492","44493","44486","44483"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2006-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"136","bibliographicPageStart":"125","bibliographicVolumeNumber":"30","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":"仲野, 喜晴"}],"nameIdentifiers":[{"nameIdentifier":"44482","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"藤澤, 一善"}],"nameIdentifiers":[{"nameIdentifier":"44483","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"難波, 隆行"}],"nameIdentifiers":[{"nameIdentifier":"44484","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"堺, 純一"}],"nameIdentifiers":[{"nameIdentifier":"44485","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"南, 宏一"}],"nameIdentifiers":[{"nameIdentifier":"44486","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 demand to use high strength and high performance material because of large span and high rise of building in recent years. As to use of high-strength steel in composite steel and reinforced concrete structures, it remains to be clarified whether the ductile behavior can be ensured, especially when the high-strength steel is used in combination with High-strength concrete. This paper describes the test results on the elasto-plastic behavior of SRC column using high strength steel, and discusses the maximum strength and the deformation capacity, with the investigation on the applicability of the concept of superposed strength. Experiment and analysis revealed that the behavior of SRC column with high-strength steel was stable. Ultimate shear strength of SRC column was well predicted by using the technique of the plastic analysis","subitem_description_type":"Other"}]},"item_1_full_name_7":{"attribute_name":"著者名よみ","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44487","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ナカノ, ヨシハル"}]},{"nameIdentifiers":[{"nameIdentifier":"44488","nameIdentifierScheme":"WEKO"}],"names":[{"name":"フジサワ, カズヨシ"}]},{"nameIdentifiers":[{"nameIdentifier":"44489","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ナンバ, タカユキ"}]},{"nameIdentifiers":[{"nameIdentifier":"44490","nameIdentifierScheme":"WEKO"}],"names":[{"name":"サカイ, ジュンイチ"}]},{"nameIdentifiers":[{"nameIdentifier":"44491","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":"44492","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NAKANO, Yoshiharu","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44493","nameIdentifierScheme":"WEKO"}],"names":[{"name":"FUJISAWA, Kazuyoshi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44494","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NANBA, Takayuki","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44495","nameIdentifierScheme":"WEKO"}],"names":[{"name":"SAKAI, Junichi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44496","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":"/"},{"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":"福山大学大学院建築学専攻"},{"subitem_text_value":"JFEスチール株式会社"},{"subitem_text_value":"JFE技研株式会社"},{"subitem_text_value":"九州共立大学建築学科"},{"subitem_text_value":"福山大学建築学科"}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2006-12-01"}],"displaytype":"detail","filename":"KJ00005781724.pdf","filesize":[{"value":"2.3 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8269/files/KJ00005781724.pdf"},"version_id":"c3a7f2d9-5987-4066-affb-b858c1df704e"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"SRC","subitem_subject_scheme":"Other"},{"subitem_subject":"終局せん断耐力","subitem_subject_scheme":"Other"},{"subitem_subject":"高強度低降伏比の鋼材","subitem_subject_scheme":"Other"},{"subitem_subject":"高強度コンクリート","subitem_subject_scheme":"Other"},{"subitem_subject":"弾塑性挙動","subitem_subject_scheme":"Other"},{"subitem_subject":"Steel Reinforced Concrete Structures","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Ultimate Shear Strength","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"High Strength Steel","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"High Strength Concrete","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Elastic-plasitic 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":"高強度低降伏比の鋼材を用いたSRC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":"高強度低降伏比の鋼材を用いたSRC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 SRC Columns with High Strength Steel","subitem_title_language":"en"}]},"item_type_id":"1","owner":"3","path":["714"],"pubdate":{"attribute_name":"公開日","attribute_value":"2006-12-01"},"publish_date":"2006-12-01","publish_status":"0","recid":"8269","relation_version_is_last":true,"title":["高強度低降伏比の鋼材を用いたSRC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":"2023-06-19T10:27:05.456612+00:00"}