{"created":"2023-05-15T16:36:23.904774+00:00","id":9420,"links":{},"metadata":{"_buckets":{"deposit":"229365cb-6eee-4683-a3d4-0f656e61b8fe"},"_deposit":{"created_by":2,"id":"9420","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"9420"},"status":"published"},"_oai":{"id":"oai:nagasaki-u.repo.nii.ac.jp:00009420","sets":["14:21"]},"author_link":["37996","37994","37997","37992","37991","37998","37995","37993"],"item_2_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Analysis on local vibration of stay cables in wind-induced gust response of an existing cable-stayed bridge"}]},"item_2_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2002-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"358","bibliographicPageStart":"349","bibliographicVolumeNumber":"48A","bibliographic_titles":[{"bibliographic_title":"構造工学論文集"}]}]},"item_2_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"For a purpose to calculate the local vibrations of the stay cables in cable-stayed bridge under wind-induced gust, the time-domain modeling of wind-induced vibration is employed in this paper. The global vibration of bridge deck due to the Wind-induced gust response is calculated by using the rational function and multidimensional autoregressive process. The local vibrations of stay cables, which are subjected to time-varying displacement at the supports during global motions, are used. Furthermore, the response characteristics of local vibrations of stay cables under wind are discussed by using an existing cable-stayed bridge.","subitem_description_type":"Abstract"}]},"item_2_description_63":{"attribute_name":"引用","attribute_value_mlt":[{"subitem_description":"構造工学論文集, 48A, pp.349-358; 2002","subitem_description_type":"Other"}]},"item_2_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"37995","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Wu, Qingxiong"}]},{"nameIdentifiers":[{"nameIdentifier":"37996","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Takahashi, Kazuo"}]},{"nameIdentifiers":[{"nameIdentifier":"37997","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Okabayashi, Takatoshi"}]},{"nameIdentifiers":[{"nameIdentifier":"37998","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Nakamura, Shozo"}]}]},"item_2_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"土木学会"}]},"item_2_rights_13":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"© 社団法人土木学会"}]},"item_2_text_62":{"attribute_name":"出版者別言語","attribute_value_mlt":[{"subitem_text_value":"Japan Society of Civil Engineers"}]},"item_2_version_type_16":{"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":"呉, 慶雄"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"高橋, 和雄"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"岡林, 隆敏"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"中村, 聖三"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2020-12-22"}],"displaytype":"detail","filename":"JSE48A_349.pdf","filesize":[{"value":"601.9 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JSE48A_349.pdf","url":"https://nagasaki-u.repo.nii.ac.jp/record/9420/files/JSE48A_349.pdf"},"version_id":"d8091a7b-7e82-4299-9458-22520135c793"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"cable-stayed bridge","subitem_subject_scheme":"Other"},{"subitem_subject":"stay cables","subitem_subject_scheme":"Other"},{"subitem_subject":"parametric vibration","subitem_subject_scheme":"Other"},{"subitem_subject":"wind-induced gust response","subitem_subject_scheme":"Other"},{"subitem_subject":"斜張橋","subitem_subject_scheme":"Other"},{"subitem_subject":"支持ケーブル","subitem_subject_scheme":"Other"},{"subitem_subject":"係数励振振動","subitem_subject_scheme":"Other"},{"subitem_subject":"ガスト応答","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":"ガスト応答による実斜張橋の支持ケーブルの局部振動解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"ガスト応答による実斜張橋の支持ケーブルの局部振動解析"}]},"item_type_id":"2","owner":"2","path":["21"],"pubdate":{"attribute_name":"公開日","attribute_value":"2012-12-14"},"publish_date":"2012-12-14","publish_status":"0","recid":"9420","relation_version_is_last":true,"title":["ガスト応答による実斜張橋の支持ケーブルの局部振動解析"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-16T01:46:27.851318+00:00"}