{"created":"2023-06-20T15:13:00.297681+00:00","id":9945,"links":{},"metadata":{"_buckets":{"deposit":"28ea6cd2-1853-43e3-aae0-7ab00b25c51e"},"_deposit":{"created_by":3,"id":"9945","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"9945"},"status":"published"},"_oai":{"id":"oai:ynu.repo.nii.ac.jp:00009945","sets":["553:554"]},"author_link":["35782","21533"],"item_2_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2018-11","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"35","bibliographicPageStart":"27","bibliographicVolumeNumber":"16","bibliographic_titles":[{"bibliographic_title":"Structures"}]}]},"item_2_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Long-span bridges often exhibit vibration under wind action. Various aerodynamic countermeasures have been developed over the years to enhance the aeroelastic responses of the long-span bridge deck and Separation Interference Method (SIM) is one of these. Engineers should have sound knowledge about the flow mechanism of the aerodynamic countermeasures of the bridge deck for further improvement of the aerodynamic responses and better design of the bridge deck. In the present study, a numerical investigation was carried out to disclose the flow mechanism of SIM on a pentagonal bridge deck. Simulation was conducted by using unsteady RANS for a pentagonal bridge deck with and without SIM techniques and their aerodynamic responses were compared. In the first part performance of unsteady RANS was evaluated to predict the dynamic responses for a pentagonal bridge deck. Then, the steady state responses and flow fields were explored for a bridge deck with and without SIM. Later, the dynamic responses such as flutter derivatives and unsteady pressure characteristics were evaluated and compared. It was found that SIM can improve the aerodynamic responses of the bridge deck. The addition of the curb affected the flow field around the bridge deck and the important flow features noticeably. The leading-edge top and bottom surface separations and the trailing-edge bottom surface separation are the most significant flow features to control both the steady state and dynamics responses of the bridge deck.","subitem_description_type":"Abstract"}]},"item_2_publisher_35":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"Elsevier"}]},"item_2_relation_13":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isVersionOf","subitem_relation_type_id":{"subitem_relation_type_id_text":"https://doi.org/10.1016/j.istruc.2018.08.010","subitem_relation_type_select":"DOI"}}]},"item_2_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"23520124","subitem_source_identifier_type":"ISSN"}]},"item_2_text_4":{"attribute_name":"著者所属","attribute_value_mlt":[{"subitem_text_value":"Dept. of Civil Eng., East West University / Dept. of Civil Eng., Yokohama National University"},{"subitem_text_value":"Dept. of Civil Eng., Yokohama National University"}]},"item_2_version_type_18":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_ab4af688f83e57aa","subitem_version_type":"AM"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"Haque, Md Naimul"}],"nameIdentifiers":[{"nameIdentifier":"35782","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Katsuchi, Hiroshi"}],"nameIdentifiers":[{"nameIdentifier":"21533","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"80303080","nameIdentifierScheme":"e-Rad","nameIdentifierURI":"https://kaken.nii.ac.jp/ja/search/?qm=80303080"}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2019-12-01"}],"displaytype":"detail","filename":"Manuscript.pdf","filesize":[{"value":"1.9 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"Manuscript.pdf","url":"https://ynu.repo.nii.ac.jp/record/9945/files/Manuscript.pdf"},"version_id":"6d5dc332-1773-4908-8c4c-0067a1c55b7b"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Pentagonal bridge deck","subitem_subject_scheme":"Other"},{"subitem_subject":"Separation interface method","subitem_subject_scheme":"Other"},{"subitem_subject":"Unsteady RANS","subitem_subject_scheme":"Other"},{"subitem_subject":"Force coefficients","subitem_subject_scheme":"Other"},{"subitem_subject":"Flutter derivatives","subitem_subject_scheme":"Other"},{"subitem_subject":"Aerodynamic damping","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":"journal article","resourceuri":"http://purl.org/coar/resource_type/c_6501"}]},"item_title":"Influence of Separation Interference Method on Aerodynamic Responses of a Pentagonal Shaped Bridge Deck","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Influence of Separation Interference Method on Aerodynamic Responses of a Pentagonal Shaped Bridge Deck"}]},"item_type_id":"2","owner":"3","path":["554"],"pubdate":{"attribute_name":"公開日","attribute_value":"2019-06-10"},"publish_date":"2019-06-10","publish_status":"0","recid":"9945","relation_version_is_last":true,"title":["Influence of Separation Interference Method on Aerodynamic Responses of a Pentagonal Shaped Bridge Deck"],"weko_creator_id":"3","weko_shared_id":3},"updated":"2023-06-20T19:01:17.174052+00:00"}