{"created":"2021-03-01T06:13:29.853642+00:00","id":6868,"links":{},"metadata":{"_buckets":{"deposit":"907d9255-3c67-419e-9def-d8763a268777"},"_deposit":{"id":"6868","owners":[],"pid":{"revision_id":0,"type":"depid","value":"6868"},"status":"published"},"_oai":{"id":"oai:nagoya.repo.nii.ac.jp:00006868","sets":["320:321:322"]},"author_link":["18167","18168","18169","18170","18171","18172","18173","18174"],"item_10_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"An analytical study on the seismic behavior of multi-span continuous bridges with buckling-restrained braces","subitem_alternative_title_language":"en"}]},"item_10_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2005-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"838","bibliographicPageStart":"827","bibliographicVolumeNumber":"51A","bibliographic_titles":[{"bibliographic_title":"構造工学論文集","bibliographic_titleLang":"ja"}]}]},"item_10_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"This study is aimed at investigating the effect of damper braces for improving seismic behavior of multi-span continuous bridges. For this purpose, two arrangements are devised. One way is to connect the girder and the top of pier by buckling-restrained brace. Another way is to connect the girder and the base of pier by buckling-restrained brace. Then elasto-plastic response analyses are carried out to confirm the influence of differences between two ways. As a result, it is found that maximum response displacements of the girder and the damage of steel piers are significantly reduced by installing the buckling-restrained braces between the girder and the base of pier. Finally the demand of a buckling-restrained brace is discussed.","subitem_description_language":"en","subitem_description_type":"Abstract"}]},"item_10_identifier_60":{"attribute_name":"URI","attribute_value_mlt":[{"subitem_identifier_type":"HDL","subitem_identifier_uri":"http://hdl.handle.net/2237/8535"}]},"item_10_publisher_32":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会","subitem_publisher_language":"ja"}]},"item_10_rights_12":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"土木学会 （許諾　土学編集　第07010号）","subitem_rights_language":"ja"}]},"item_10_select_15":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_10_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"09108009","subitem_source_identifier_type":"PISSN"}]},"item_10_text_14":{"attribute_name":"フォーマット","attribute_value_mlt":[{"subitem_text_value":"application/pdf"}]},"item_1615787544753":{"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_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":"葛西, 昭","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"18167","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Kasai, Akira","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"18168","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"木戸, 健太","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"18169","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Kido, Kenta","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"18170","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"宇佐美, 勉","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"18171","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Usami, Tsutomu","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"18172","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"渡辺, 尚彦","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"18173","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Watanabe, Naohiko","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"18174","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":"2018-02-19"}],"displaytype":"detail","filename":"Structual_Eng_51A-827.pdf","filesize":[{"value":"2.5 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"Structual_Eng_51A-827.pdf","objectType":"fulltext","url":"https://nagoya.repo.nii.ac.jp/record/6868/files/Structual_Eng_51A-827.pdf"},"version_id":"9e816280-77df-4f5b-9b7c-8009a7bd180d"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"multi-span continuous bridge","subitem_subject_scheme":"Other"},{"subitem_subject":"連続高架橋","subitem_subject_scheme":"Other"},{"subitem_subject":"buckling -restrained brace","subitem_subject_scheme":"Other"},{"subitem_subject":"座屈拘束ブレース","subitem_subject_scheme":"Other"},{"subitem_subject":"seismic behavior","subitem_subject_scheme":"Other"},{"subitem_subject":"地震時挙動","subitem_subject_scheme":"Other"},{"subitem_subject":"capacity design","subitem_subject_scheme":"Other"},{"subitem_subject":"性能設計","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":"多径間連続高架橋への制震ブレースの導入効果","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"多径間連続高架橋への制震ブレースの導入効果","subitem_title_language":"ja"}]},"item_type_id":"10","owner":"1","path":["322"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2007-07-13"},"publish_date":"2007-07-13","publish_status":"0","recid":"6868","relation_version_is_last":true,"title":["多径間連続高架橋への制震ブレースの導入効果"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2023-01-16T03:52:17.110919+00:00"}