{"created":"2023-05-15T16:34:10.050938+00:00","id":6673,"links":{},"metadata":{"_buckets":{"deposit":"818c46de-6805-4938-bbfa-b769407b7415"},"_deposit":{"created_by":2,"id":"6673","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"6673"},"status":"published"},"_oai":{"id":"oai:nagasaki-u.repo.nii.ac.jp:00006673","sets":["14:21"]},"author_link":["28158","28156","28163","28159","28162","28155","28161","28157","28160","28164"],"item_2_alternative_title_19":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Verification of model using microtremors measurement and nonlinear seismic response in Takashima Hizen Bridge"}]},"item_2_biblio_info_6":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2010-11","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"388","bibliographicPageStart":"383","bibliographicVolumeNumber":"18","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 Takashima Hizen Bridge is a composite cable-stayed bridge. The main girders are made of steel and the main tower is made of reinforced concrete. After the bridge was completed in April 2009, a study was carried out to measure the ambient vibrations. An analysis model using the finite element method was verified by comparing the results of the analysis with measurements of the natural frequencies. This paper describes and discusses the results of nonlinear seismic response analyses of the main towers using a non-linear model with fiber elements and a conventional non-linear beam element model.","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, 18, pp.383-388; 2010","subitem_description_type":"Other"}]},"item_2_full_name_3":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"28160","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Wu, Qingxiong"}]},{"nameIdentifiers":[{"nameIdentifier":"28161","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Takahashi, Kazuo"}]},{"nameIdentifiers":[{"nameIdentifier":"28162","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Koga, Tomoki"}]},{"nameIdentifiers":[{"nameIdentifier":"28163","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Nakamura, Shozo"}]},{"nameIdentifiers":[{"nameIdentifier":"28164","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Nagata, Masami"}]}]},"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":"呉, 慶雄"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"高橋, 和雄"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"古賀, 智己"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"中村, 聖三"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"永田, 正美"}],"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":"JCS18_383.pdf","filesize":[{"value":"432.6 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"JCS18_383.pdf","url":"https://nagasaki-u.repo.nii.ac.jp/record/6673/files/JCS18_383.pdf"},"version_id":"57f950e1-e7c8-439a-a303-656ec705cf37"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"斜張橋","subitem_subject_scheme":"Other"},{"subitem_subject":"常時微動計測","subitem_subject_scheme":"Other"},{"subitem_subject":"非線形地震応答解析","subitem_subject_scheme":"Other"},{"subitem_subject":"Cable-stayed bridge","subitem_subject_scheme":"Other"},{"subitem_subject":"Microtremor measurement","subitem_subject_scheme":"Other"},{"subitem_subject":"Nonlinear seismic response","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":"鷹島肥前大橋の常時微動計測による完成系解析モデルの検証と非線形地震応答","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"鷹島肥前大橋の常時微動計測による完成系解析モデルの検証と非線形地震応答"}]},"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":"6673","relation_version_is_last":true,"title":["鷹島肥前大橋の常時微動計測による完成系解析モデルの検証と非線形地震応答"],"weko_creator_id":"2","weko_shared_id":-1},"updated":"2023-05-16T02:40:03.645001+00:00"}