{"created":"2023-07-27T06:25:38.499050+00:00","id":9020,"links":{},"metadata":{"_buckets":{"deposit":"de69232b-c18d-42d1-ac46-6ce9c358f61a"},"_deposit":{"created_by":3,"id":"9020","owners":[3],"pid":{"revision_id":0,"type":"depid","value":"9020"},"status":"published"},"_oai":{"id":"oai:kanazawa-u.repo.nii.ac.jp:00009020","sets":["934:935:936"]},"author_link":["12816","12817","308","12815"],"item_4_biblio_info_8":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2012-01-01","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"236","bibliographicPageStart":"226","bibliographicVolumeNumber":"58A","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":"Many studies have been reported about vibration characteristics of steel bridges due to vehicle movement. However, there are few studies concerning PC bridges. Therefore, this study is concerned with dynamic response analysis in PC connected girder bridges due to vehicle movement. In this study, the analysis was simulated about the bridge with different span length and different bearing stiffness. Road-surface of the sine wave generated from IRI value 3.5 also was used. The analyzed results show that the response of the superstructure becomes the maximum from 5 to 11m of sine wavelength, and increases along with the span length.","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.58A.226","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 © 2012 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":"角本, 周"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"深田, 宰史"}],"nameIdentifiers":[{},{},{},{}]},{"creatorNames":[{"creatorName":"松永, 昭吾"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"西村, 一朗"}],"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-226.pdf","filesize":[{"value":"2.0 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"TE-PR-FUKADA-S-226.pdf","url":"https://kanazawa-u.repo.nii.ac.jp/record/9020/files/TE-PR-FUKADA-S-226.pdf"},"version_id":"d02de631-78a2-4c6c-a1b0-9c7158655117"}]},"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連結桁橋の構造条件が車両走行時の動的応答に与える影響","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"PC連結桁橋の構造条件が車両走行時の動的応答に与える影響"},{"subitem_title":"The influence of structual conditions of PC connected girder bridge on dynamic response under moving vehicle","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":"9020","relation_version_is_last":true,"title":["PC連結桁橋の構造条件が車両走行時の動的応答に与える影響"],"weko_creator_id":"3","weko_shared_id":-1},"updated":"2023-07-28T02:00:18.149714+00:00"}