{"created":"2023-06-19T09:51:08.453609+00:00","id":8172,"links":{},"metadata":{"_buckets":{"deposit":"2cd1f4b3-6a60-4c1e-8b78-bd483f6c5790"},"_deposit":{"created_by":3,"id":"8172","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"8172"},"status":"published"},"_oai":{"id":"oai:fukuyama-u.repo.nii.ac.jp:00008172","sets":["502:505:675:712"]},"author_link":["43859","43856","43860","43858","43861","43857"],"item_1_biblio_info_14":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2004-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"80","bibliographicPageStart":"73","bibliographicVolumeNumber":"28","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":"43856","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"南, 宏一"}],"nameIdentifiers":[{"nameIdentifier":"43857","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 normal-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, it compares with the theoretical restoring-force characteristics, and the experimental restoring-force characteristic of the SRC column with the high-strength steel. 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":"43858","nameIdentifierScheme":"WEKO"}],"names":[{"name":"アキタ, トモヨシ"}]},{"nameIdentifiers":[{"nameIdentifier":"43859","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":"43860","nameIdentifierScheme":"WEKO"}],"names":[{"name":"AKITA, Tomoyoshi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"43861","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":"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":"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":"2004-12-01"}],"displaytype":"detail","filename":"KJ00005781568.pdf","filesize":[{"value":"700.7 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://fukuyama-u.repo.nii.ac.jp/record/8172/files/KJ00005781568.pdf"},"version_id":"b03ade40-ffc2-4ab7-8cc0-c8a787e38190"}]},"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":"復元力特性","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":"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":"Restoring-force Characteristics","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"}]},"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":["712"],"pubdate":{"attribute_name":"公開日","attribute_value":"2004-12-01"},"publish_date":"2004-12-01","publish_status":"0","recid":"8172","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":"2023-06-19T10:28:36.122776+00:00"}