{"created":"2023-06-19T09:51:10.370666+00:00","id":8217,"links":{},"metadata":{"_buckets":{"deposit":"7ebeeab7-5fa2-45e0-98cc-b4f6a9e7e62e"},"_deposit":{"created_by":3,"id":"8217","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8217"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008217","sets":["502:505:675:713"]},"author_link":["44157","44169","44171","44161","44172","44160","44156","44167","44159","44158","44164","44173","44165","44163","44162","44166","44170","44168"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2005-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"100","bibliographicPageStart":"93","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":"穐田, 智佳"}],"nameIdentifiers":[{"nameIdentifier":"44156","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"藤澤, 一善"}],"nameIdentifiers":[{"nameIdentifier":"44157","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"藤沢, 清二"}],"nameIdentifiers":[{"nameIdentifier":"44158","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"難波, 隆行"}],"nameIdentifiers":[{"nameIdentifier":"44159","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"堺, 純一"}],"nameIdentifiers":[{"nameIdentifier":"44160","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"南, 宏一"}],"nameIdentifiers":[{"nameIdentifier":"44161","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 arch mechanism and the truss mechanism by using the technique of the plastic analysis as a shearing resistance mechanism of the SRC column. In addition, The result of the experiment which uses full scale specimen is described, and the size effect is considered, and the size effect influenced it. 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":"44162","nameIdentifierScheme":"WEKO"}],"names":[{"name":"アキタ, トモヨシ"}]},{"nameIdentifiers":[{"nameIdentifier":"44163","nameIdentifierScheme":"WEKO"}],"names":[{"name":"フジサワ, カズヨシ"}]},{"nameIdentifiers":[{"nameIdentifier":"44164","nameIdentifierScheme":"WEKO"}],"names":[{"name":"フジサワ, セイジ"}]},{"nameIdentifiers":[{"nameIdentifier":"44165","nameIdentifierScheme":"WEKO"}],"names":[{"name":"ナンバ, タカユキ"}]},{"nameIdentifiers":[{"nameIdentifier":"44166","nameIdentifierScheme":"WEKO"}],"names":[{"name":"サカイ, ジュンイチ"}]},{"nameIdentifiers":[{"nameIdentifier":"44167","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":"44168","nameIdentifierScheme":"WEKO"}],"names":[{"name":"AKITA, Tomoyoshi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44169","nameIdentifierScheme":"WEKO"}],"names":[{"name":"FUJISAWA, Kazuyoshi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44170","nameIdentifierScheme":"WEKO"}],"names":[{"name":"FUJISAWA, Seiji","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44171","nameIdentifierScheme":"WEKO"}],"names":[{"name":"NANBA, Takayuki","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44172","nameIdentifierScheme":"WEKO"}],"names":[{"name":"SAKAI, Junichi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44173","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":"/"},{"subitem_text_language":"en","subitem_text_value":"/"},{"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":"株式会社ADO建築設計事務所"},{"subitem_text_value":"株式会社JFEスチール"},{"subitem_text_value":"株式会社JFEスチール"},{"subitem_text_value":"九州共立大学工学部建築学科"},{"subitem_text_value":"福山大学建築学科"},{"subitem_text_value":"株式会社JFE技研"}]},"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":"KJ00005781632.pdf","filesize":[{"value":"830.5 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8217/files/KJ00005781632.pdf"},"version_id":"f16a440d-62be-4cad-ac31-66eb79ea4aee"}]},"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":"高強度コンクリート","subitem_subject_scheme":"Other"},{"subitem_subject":"高強度低降伏比鋼材","subitem_subject_scheme":"Other"},{"subitem_subject":"弾塑性挙動","subitem_subject_scheme":"Other"},{"subitem_subject":"寸法効果","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 Concrete","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"High Strength Steel","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Elastic-plasitic Behavior","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"Scale Effect","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","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"},{"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":["713"],"pubdate":{"attribute_name":"公開日","attribute_value":"2005-12-01"},"publish_date":"2005-12-01","publish_status":"0","recid":"8217","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"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-06-19T10:27:47.083582+00:00"}