{"created":"2023-05-15T12:21:01.752534+00:00","id":11796,"links":{},"metadata":{"_buckets":{"deposit":"36f6b7b8-b7ae-488a-847c-f6edf066a1ab"},"_deposit":{"created_by":1,"id":"11796","owners":[1],"pid":{"revision_id":0,"type":"depid","value":"11796"},"status":"published"},"_oai":{"id":"oai:kansai-u.repo.nii.ac.jp:00011796","sets":["528:1588:1617:1627"]},"author_link":["28257","28256","28258","28254","28255","28259"],"item_10_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2007-03-20","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"60","bibliographicPageStart":"55","bibliographicVolumeNumber":"49","bibliographic_titles":[{"bibliographic_title":"関西大学工学研究報告 = Technology reports of the Kansai University"}]}]},"item_10_description_4":{"attribute_name":"概要","attribute_value_mlt":[{"subitem_description":"In this study, the elasto-plastic response of a whole structure, including both superstructures and substructures, was estimated by means of dynamic elasto-plastic finite element analysis, and the elasto-plastic strain history at the top end of triangular ribs was estimated by means of static elasto-plastic finite element analysis using the results obtained by dynamic elasto-plastic finite element analysis. As a result, displacement response of the steel bridge pier can be estimated by means of dynamic elasto-plastic finite element analysis. The maximum displacement response δmax is 207mm and the minimum displacement response δmin is -291mm at the top of column in the case of a 0.03 damping coefficient. By means of static elasto-plastic finite element analysis, it was shown that there was a possibility that the maximum strain range (Δεγ max) can exceed 20% at the top end of triangular ribs.","subitem_description_type":"Other"}]},"item_10_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"28257","nameIdentifierScheme":"WEKO"}],"names":[{"name":"坂野, 昌弘"}]},{"nameIdentifiers":[{"nameIdentifier":"28258","nameIdentifierScheme":"WEKO"}],"names":[{"name":"西垣, 祐二"}]},{"nameIdentifiers":[{"nameIdentifier":"28259","nameIdentifierScheme":"WEKO"}],"names":[{"name":"川上, 順子"}]}]},"item_10_publisher_34":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"関西大学工学部"}]},"item_10_source_id_10":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AN00046916","subitem_source_identifier_type":"NCID"}]},"item_10_source_id_8":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"04532198","subitem_source_identifier_type":"ISSN"}]},"item_10_version_type_17":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Sakano, Masahiro"}],"nameIdentifiers":[{"nameIdentifier":"28254","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"50143201","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://nrid.nii.ac.jp/ja/nrid/1000050143201"}]},{"creatorNames":[{"creatorName":"Nishigaki, Yuji"}],"nameIdentifiers":[{"nameIdentifier":"28255","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Kawakami, Yoriko"}],"nameIdentifiers":[{"nameIdentifier":"28256","nameIdentifierScheme":"WEKO"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2019-05-23"}],"displaytype":"detail","filename":"KU-1100-20070320-06.pdf","filesize":[{"value":"835.8 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"KU-1100-20070320-06.pdf","url":"https://kansai-u.repo.nii.ac.jp/record/11796/files/KU-1100-20070320-06.pdf"},"version_id":"a0521e7f-d7ea-4ec6-b906-7da270c8ceaf"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"関西大学","subitem_subject_scheme":"Other"},{"subitem_subject":"Kansai University","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"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":"Plastic Behaviour of a Steel Bridge Pier under Seismic Loading","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Plastic Behaviour of a Steel Bridge Pier under Seismic Loading"}]},"item_type_id":"10","owner":"1","path":["1627"],"pubdate":{"attribute_name":"公開日","attribute_value":"2018-02-22"},"publish_date":"2018-02-22","publish_status":"0","recid":"11796","relation_version_is_last":true,"title":["Plastic Behaviour of a Steel Bridge Pier under Seismic Loading"],"weko_creator_id":"1","weko_shared_id":1},"updated":"2023-05-15T16:11:26.204507+00:00"}