{"created":"2024-12-12T10:11:51.777700+00:00","id":2011333,"links":{},"metadata":{"_buckets":{"deposit":"2c32e397-32c5-42c9-9ba1-78577b7817ee"},"_deposit":{"created_by":7,"id":"2011333","owners":[7],"pid":{"revision_id":0,"type":"depid","value":"2011333"},"status":"published"},"_oai":{"id":"oai:tokushima-u.repo.nii.ac.jp:02011333","sets":["1713853213384:1713853295607"]},"author_link":["894"],"item_10001_alternative_title_1":{"attribute_name":"タイトル別表記","attribute_value_mlt":[{"subitem_alternative_title":"RESEARCH ON ROBUSTNESS OF BRIDGE SYSTEMS USING SEISMIC ISOLATION BEARINGS AND SEISMIC DAMPERS","subitem_alternative_title_language":"en"}]},"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2022","bibliographicIssueDateType":"Issued"},"bibliographicIssueNumber":"4","bibliographicPageEnd":"I_736","bibliographicPageStart":"I_730","bibliographicVolumeNumber":"78","bibliographic_titles":[{"bibliographic_title":"土木学会論文集A1(構造・地震工学)","bibliographic_titleLang":"ja"},{"bibliographic_title":"Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE))","bibliographic_titleLang":"en"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"不確定性が高い地震外力に対してロバスト性の高い構造システムの重要性が示されており，そのような構造システムが求められている．免震構造と制震構造を組み合わせることにより，ロバスト性の高い橋梁構造を実現するための取り組みがなされている．本研究では，免震支承と制震ダンパーを併用した橋梁システムを対象とし，そのロバスト性に及ぼす免震・制震デバイスの特性の影響について検討を行った．地震応答特性の変動が小さいことをロバスト性が優れていることであると考え，免震支承と制震ダンパーを併用した橋梁システムを2質点2自由度系にモデル化し，地震応答解析結果に基づき橋脚の最大応答変位の変動係数等を評価した．検討の結果，免震支承と制震ダンパーの特性は，橋脚の最大応答変位の変動係数等に顕著な影響を与えることがわかった．","subitem_description_language":"ja","subitem_description_type":"Abstract"},{"subitem_description":"The importance of a structural system with high robustness against seismic forces with high uncertainty has been shown, and such a structural system is required. Efforts are being made to realize a highly robust bridge structure by combining seismic isolation bearings and seismic dampers. In this study, we investigated the influence of characteristics of seismic isolation bearings and seismic dampers on the robustness of bridge systems using seismic isolation bearings and seismic dampers. It was found that characteristics of seismic isolation bearings and seismic dampers have a great influence on the coefficient of variation of the maximum response displacement of a pier and maximum plasticity rate.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_10001_publisher_8":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会","subitem_publisher_language":"ja"}]},"item_10001_rights_15":{"attribute_name":"権利情報","attribute_value_mlt":[{"subitem_rights":"© 2022 公益社団法人 土木学会","subitem_rights_language":"ja"}]},"item_10001_source_id_9":{"attribute_name":"収録物ID","attribute_value_mlt":[{"subitem_source_identifier":"21854653","subitem_source_identifier_type":"ISSN"}]},"item_10001_version_type_20":{"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_1715043197608":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open access"}]},"item_1722929371688":{"attribute_name":"出版社版DOI","attribute_value_mlt":[{"subitem_relation_name":[{"subitem_relation_name_language":"ja","subitem_relation_name_text":"10.2208/jscejseee.78.4_I_730"}],"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://doi.org/10.2208/jscejseee.78.4_I_730","subitem_relation_type_select":"DOI"}}]},"item_1723180141928":{"attribute_name":"EID","attribute_value_mlt":[{"subitem_identifier_type":"URI","subitem_identifier_uri":"402561"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"亟原, 和弥","creatorNameLang":"ja"},{"creatorName":"ジョウハラ, カズヤ","creatorNameLang":"ja-Kana"},{"creatorName":"Jouhara, Kazuya","creatorNameLang":"en"}]},{"creatorNames":[{"creatorName":"井上, 貴文","creatorNameLang":"ja"},{"creatorName":"イノウエ, タカフミ","creatorNameLang":"ja-Kana"},{"creatorName":"Inoue, Takafumi","creatorNameLang":"en"}]},{"creatorAffiliations":[{"affiliationNameIdentifiers":[{"affiliationNameIdentifier":"","affiliationNameIdentifierScheme":"ISNI","affiliationNameIdentifierURI":"http://www.isni.org/isni/"}],"affiliationNames":[{"affiliationName":"","affiliationNameLang":"ja"}]}],"creatorNames":[{"creatorName":"中田, 成智","creatorNameLang":"ja"},{"creatorName":"ナカタ, ナルトシ","creatorNameLang":"ja-Kana"},{"creatorName":"Nakata, Narutoshi","creatorNameLang":"en"}],"familyNames":[{"familyName":"中田","familyNameLang":"ja"},{"familyName":"ナカタ","familyNameLang":"ja-Kana"},{"familyName":"Nakata","familyNameLang":"en"}],"givenNames":[{"givenName":"成智","givenNameLang":"ja"},{"givenName":"ナルトシ","givenNameLang":"ja-Kana"},{"givenName":"Narutoshi","givenNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"894","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"333405/profile-ja.html","nameIdentifierScheme":"徳島大学 教育研究者総覧","nameIdentifierURI":"http://pub2.db.tokushima-u.ac.jp/ERD/person/333405/profile-ja.html"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_access","date":[{"dateType":"Available","dateValue":"2023-09-27"}],"displaytype":"detail","filename":"jscejseee_78_4_I_730.pdf","filesize":[{"value":"720 KB"}],"format":"application/pdf","mimetype":"application/pdf","url":{"objectType":"fulltext","url":"https://tokushima-u.repo.nii.ac.jp/record/2011333/files/jscejseee_78_4_I_730.pdf"},"version_id":"80e66381-bf83-4686-8953-ea6ac14f11f5"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"bridge systems","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"seismic isolation bearings","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"seismic dampers","subitem_subject_language":"en","subitem_subject_scheme":"Other"},{"subitem_subject":"robustness","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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"免震支承と制震ダンパーを併用した橋梁システムのロバスト性に関する研究","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"免震支承と制震ダンパーを併用した橋梁システムのロバスト性に関する研究","subitem_title_language":"ja"}]},"item_type_id":"40001","owner":"7","path":["1713853295607"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2023-09-27"},"publish_date":"2023-09-27","publish_status":"0","recid":"2011333","relation_version_is_last":true,"title":["免震支承と制震ダンパーを併用した橋梁システムのロバスト性に関する研究"],"weko_creator_id":"7","weko_shared_id":-1},"updated":"2025-01-29T13:12:58.999915+00:00"}