{"created":"2023-05-15T16:34:10.005747+00:00","id":6672,"links":{},"metadata":{"_buckets":{"deposit":"7fe64648-098c-4624-8667-8aab2f0c0148"},"_deposit":{"created_by":2,"id":"6672","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"6672"},"status":"published"},"_oai":{"id":"oai:nagasaki-u.repo.nii.ac.jp:00006672","sets":["14:21"]},"author_link":["28148","28149","28154","28146","28150","28152","28153","28145","28147","28151"],"item_2_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Vibration characteristics and earthquake resistance of Nakaoki Bridge, which incorporates oblique bents used in the construction of Megami Bridge"}]},"item_2_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2009-11","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"434","bibliographicPageStart":"429","bibliographicVolumeNumber":"17","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":"The main body of the Nakaoki Bridge incorporates an oblique bent that had been used during the construction of the Megami Bridge. This is the first time that a bent has been recycled for the purpose of reducing both construction costs and the impact on the environment. A model of this bridge's superstructure was constructed last year to test the bridge's natural vibrations. This model was subjected to microtremors in order to compare the model's natural vibrations with those of the actual bridge. A non-linear seismic response analysis also was carried out to study bridge's earthquake resistance under Level Ⅰand Level Ⅱ earthquake motions.","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, 17, pp.429-434; 2009","subitem_description_type":"Other"}]},"item_2_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"28150","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Shimoda, Yuki"}]},{"nameIdentifiers":[{"nameIdentifier":"28151","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Takahashi, Kazuo"}]},{"nameIdentifiers":[{"nameIdentifier":"28152","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Nakamura, Shozo"}]},{"nameIdentifiers":[{"nameIdentifier":"28153","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Wu, Qingxiong"}]},{"nameIdentifiers":[{"nameIdentifier":"28154","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Miyamoto, Keita"}]}]},"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":"下田, 佑貴"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"高橋, 和雄"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"中村, 聖三"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"呉, 慶雄"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"宮本, 敬太"}],"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":"JCS17_429.pdf","filesize":[{"value":"1.1 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JCS17_429.pdf","url":"https://nagasaki-u.repo.nii.ac.jp/record/6672/files/JCS17_429.pdf"},"version_id":"bfe89bcf-3f1a-4248-aeec-b877c2f66841"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"女神大橋","subitem_subject_scheme":"Other"},{"subitem_subject":"斜ベントの転用","subitem_subject_scheme":"Other"},{"subitem_subject":"固有振動特性","subitem_subject_scheme":"Other"},{"subitem_subject":"非線形地震応答解析","subitem_subject_scheme":"Other"},{"subitem_subject":"Megami Bridge","subitem_subject_scheme":"Other"},{"subitem_subject":"diversion of bent","subitem_subject_scheme":"Other"},{"subitem_subject":"natural vibration","subitem_subject_scheme":"Other"},{"subitem_subject":"non-linear seismic 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":"女神大橋の斜ベントを転用した仲沖橋の固有振動特性と耐震性","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"女神大橋の斜ベントを転用した仲沖橋の固有振動特性と耐震性"}]},"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":"6672","relation_version_is_last":true,"title":["女神大橋の斜ベントを転用した仲沖橋の固有振動特性と耐震性"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-16T02:40:04.807148+00:00"}