{"created":"2023-05-15T16:34:09.692255+00:00","id":6665,"links":{},"metadata":{"_buckets":{"deposit":"d721d8ea-3b60-48eb-bd16-dbdb3d18ee5a"},"_deposit":{"created_by":2,"id":"6665","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"6665"},"status":"published"},"_oai":{"id":"oai:nagasaki-u.repo.nii.ac.jp:00006665","sets":["14:21"]},"author_link":["28091","28094","28093","28092","28095","28098","28097","28096"],"item_2_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Dynamic response analysis of the Megami cable-stayed Bridge with TMD in the main tower"}]},"item_2_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2007-11","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"252","bibliographicPageStart":"245","bibliographicVolumeNumber":"15","bibliographic_titles":[{"bibliographic_title":"鋼構造年次論文報告集"},{"bibliographic_title":"Journal of constructional steel","bibliographic_titleLang":"en"}]}]},"item_2_description_4":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Vibration control equipment consisting of tuned mass damper (TMD) that restrain vortex excited vibration of the main tower is installed in the Megami cable-stayed bridge. To confirm effectiveness of this equipment, an experiment was conducted in which the main tower was subjected to artificial vibration while the damping equipment was turned off and then again while it was turned on. This paper examines the effectiveness of the TMD through dynamic response analysis using a three-dimensional FEM model of the cable-stayed bridge including the TMD. Moreover，the validity of the model is verified by comparing the experimental results with the analysis's. The result also verified the TMD's damping effectiveness.","subitem_description_type":"Abstract"}]},"item_2_description_63":{"attribute_name":"引用","attribute_value_mlt":[{"subitem_description":"鋼構造年次論文報告集, 15, pp.245-252; 2007","subitem_description_type":"Other"}]},"item_2_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"28095","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Arima, Yoshito"}]},{"nameIdentifiers":[{"nameIdentifier":"28096","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Kitahara, Yuichi"}]},{"nameIdentifiers":[{"nameIdentifier":"28097","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Takahashi, Kazuo"}]},{"nameIdentifiers":[{"nameIdentifier":"28098","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Nakamura, Shozo"}]}]},"item_2_publisher_33":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"日本鋼構造協会"}]},"item_2_rights_13":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"© 日本鋼構造協会"}]},"item_2_source_id_10":{"attribute_name":"書誌レコードID","attribute_value_mlt":[{"subitem_source_identifier":"AA12357809","subitem_source_identifier_type":"NCID"}]},"item_2_source_id_7":{"attribute_name":"ISSN","attribute_value_mlt":[{"subitem_source_identifier":"18815367","subitem_source_identifier_type":"ISSN"}]},"item_2_text_62":{"attribute_name":"出版者別言語","attribute_value_mlt":[{"subitem_text_value":"Japanese Society of Steel Construction"}]},"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":"有馬, 義人"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"北原, 雄一"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"高橋, 和雄"}],"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":"2020-12-21"}],"displaytype":"detail","filename":"JCS15_245.pdf","filesize":[{"value":"464.1 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JCS15_245.pdf","url":"https://nagasaki-u.repo.nii.ac.jp/record/6665/files/JCS15_245.pdf"},"version_id":"5278c86e-00c7-4173-8ed4-9d0ac63eb8d8"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"長大斜張橋","subitem_subject_scheme":"Other"},{"subitem_subject":"制振装置","subitem_subject_scheme":"Other"},{"subitem_subject":"人力加振力","subitem_subject_scheme":"Other"},{"subitem_subject":"減衰定数","subitem_subject_scheme":"Other"},{"subitem_subject":"動的応答解析","subitem_subject_scheme":"Other"},{"subitem_subject":"Long-span cable-slayed bridge","subitem_subject_scheme":"Other"},{"subitem_subject":"Vibralion conlrol equipment","subitem_subject_scheme":"Other"},{"subitem_subject":"Human excitation","subitem_subject_scheme":"Other"},{"subitem_subject":"Damping constant","subitem_subject_scheme":"Other"},{"subitem_subject":"Dynamic response analysis","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":"主塔に設置されたTMDを考慮した女神大橋の動的応答解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"主塔に設置されたTMDを考慮した女神大橋の動的応答解析"}]},"item_type_id":"2","owner":"2","path":["21"],"pubdate":{"attribute_name":"公開日","attribute_value":"2013-09-13"},"publish_date":"2013-09-13","publish_status":"0","recid":"6665","relation_version_is_last":true,"title":["主塔に設置されたTMDを考慮した女神大橋の動的応答解析"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-16T02:40:16.109196+00:00"}