{"created":"2021-03-01T06:00:44.252487+00:00","id":8389,"links":{},"metadata":{"_buckets":{"deposit":"7819766d-6fc6-4894-bd15-8f0c6472fef5"},"_deposit":{"id":"8389","owners":[],"pid":{"revision_id":0,"type":"depid","value":"8389"},"status":"published"},"_oai":{"id":"oai:kitami-it.repo.nii.ac.jp:00008389","sets":["1:86"]},"author_link":["44142","44143","44144","44139","44140","44832"],"item_1646810750418":{"attribute_name":"出版タイプ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_3_alternative_title_198":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Investigation on impact response analysis of horizontal collision of continuous truss bridge and the effect of shok-absorbing device"}]},"item_3_biblio_info_186":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2002-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"618","bibliographicPageStart":"607","bibliographicVolumeNumber":"48A","bibliographic_titles":[{"bibliographic_title":"構造工学論文集"}]}]},"item_3_description_184":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Impact response analysis of horizontal collision of continuous truss bridge to parapet wall of abutment during the strong earthquake, is dealt with in this paper. Elasto plastic behaviors of piers and rubber shoes are taken into account in the numerical analysis. Dynamic responses of displacement and acceleration of superstructure and maximum contact force between superstructure and abutment are obtained by changing the stiffness of shock-absorbing device and clearance between superstructure and abutment. Nonlinear behavior and ductility factor of piers, nonlinear effect of shock absorbing device and effect of the stiffness of back-fill ground, are also obtained.","subitem_description_type":"Abstract"}]},"item_3_description_194":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_description":"application/pdf","subitem_description_type":"Other"}]},"item_3_full_name_183":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"44142","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Oshima, Toshiyuki","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44143","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Ogura, Yusuke","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"44144","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Mikami, Shuichi","nameLang":"en"}]}]},"item_3_publisher_212":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"社団法人　土木学会"}]},"item_3_select_195":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"大島, 俊之","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"小倉, 裕介","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"三上, 修一","creatorNameLang":"ja"}],"nameIdentifiers":[{},{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-01-12"}],"displaytype":"detail","filename":"8668475-4.pdf","filesize":[{"value":"1.3 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"8668475-4.pdf","url":"https://kitami-it.repo.nii.ac.jp/record/8389/files/8668475-4.pdf"},"version_id":"60e6acf1-7b30-42b0-a03e-bbdee0d8499d"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Horizontal collision","subitem_subject_scheme":"Other"},{"subitem_subject":"Impact response analysis","subitem_subject_scheme":"Other"},{"subitem_subject":"Continuous truss bridge","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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"連続トラス橋の桁端衝突応答解析と緩衝材の効果に関する検討","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"連続トラス橋の桁端衝突応答解析と緩衝材の効果に関する検討","subitem_title_language":"ja"},{"subitem_title":"Investigation on impact response analysis of horizontal collision of continuous truss bridge and the effect of shok-absorbing device","subitem_title_language":"en"}]},"item_type_id":"3","owner":"1","path":["86"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2010-02-20"},"publish_date":"2010-02-20","publish_status":"0","recid":"8389","relation_version_is_last":true,"title":["連続トラス橋の桁端衝突応答解析と緩衝材の効果に関する検討"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-12-13T02:21:49.162463+00:00"}