{"created":"2023-07-27T06:25:38.327708+00:00","id":9016,"links":{},"metadata":{"_buckets":{"deposit":"84906bee-448e-4039-b95d-b1cff2c0df2f"},"_deposit":{"created_by":3,"id":"9016","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"9016"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00009016","sets":["934:935:936"]},"author_link":["149","308","12805"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2011-01-01","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"307","bibliographicPageStart":"298","bibliographicVolumeNumber":"57A","bibliographic_titles":[{"bibliographic_title":"構造工学論文集 Ａ = Journal of Structural Engineering. A"}]}]},"item_4_description_21":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"In order to improve the aeroelastic stability, there is a prestressed concrete stress ribbon footbridge, which was widened at the end of the span. The serviceability of the lateral vibration of the widened bridge is not clear. Therefore this study investigates the serviceability for the lateral vibration of the PC stress ribbon footbridges due to widening at the end of the span. This study made widened stress ribbon footbridge analytical models with various widths and span lengths using finite element method. Additionally, eigen-value analysis was carried out to grasp the vibration characteristics of those bridges. The vibration serviceability subjected to pedestrians walking on those bridges was simulated using the Hivoss guidelines method.","subitem_description_type":"Abstract"}]},"item_4_publisher_17":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"Japan Society of Civil Engineers = 土木学会"}]},"item_4_relation_12":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type":"isIdenticalTo","subitem_relation_type_id":{"subitem_relation_type_id_text":"10.11532/structcivil.57A.298","subitem_relation_type_select":"DOI"}}]},"item_4_relation_28":{"attribute_name":"関連URI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"https://www.jstage.jst.go.jp/browse/structcivil/-char/ja/","subitem_relation_type_select":"URI"}},{"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://www.jsce.or.jp/","subitem_relation_type_select":"URI"}}]},"item_4_rights_23":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"Copyright © 2011 by Japan Society of Civil Engineers 土木学会"}]},"item_4_source_id_9":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"1881-820X","subitem_source_identifier_type":"ISSN"}]},"item_4_version_type_25":{"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":"深田, 宰史"}],"nameIdentifiers":[{},{},{},{}]},{"creatorNames":[{"creatorName":"梶川, 康男"}],"nameIdentifiers":[{},{},{}]},{"creatorNames":[{"creatorName":"角本, 周"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2017-10-03"}],"displaytype":"detail","filename":"TE-PR-FUKADA-S-298.pdf","filesize":[{"value":"198.0 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"TE-PR-FUKADA-S-298.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/9016/files/TE-PR-FUKADA-S-298.pdf"},"version_id":"7dabf796-d6e2-4627-b4d5-813b851cd29d"}]},"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":"ＰＣ吊床版橋の端部拡幅が水平振動の使用性に及ぼす影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"ＰＣ吊床版橋の端部拡幅が水平振動の使用性に及ぼす影響"},{"subitem_title":"Influence on the lateral vibration serviceability of the PC stress ribbon footbridge due to widening at the end of the span","subitem_title_language":"en"}]},"item_type_id":"4","owner":"3","path":["936"],"pubdate":{"attribute_name":"公開日","attribute_value":"2017-10-03"},"publish_date":"2017-10-03","publish_status":"0","recid":"9016","relation_version_is_last":true,"title":["ＰＣ吊床版橋の端部拡幅が水平振動の使用性に及ぼす影響"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-07-28T02:00:24.630562+00:00"}