{"created":"2021-03-01T06:00:33.308677+00:00","id":8095,"links":{},"metadata":{"_buckets":{"deposit":"8413bb5b-7155-4851-896a-6838ca012e82"},"_deposit":{"id":"8095","owners":[],"pid":{"revision_id":0,"type":"depid","value":"8095"},"status":"published"},"_oai":{"id":"oai:kitami-it.repo.nii.ac.jp:00008095","sets":["1:86"]},"author_link":["42233","42234","42235","42236","42237","40649","42229","42230","44832","42232"],"item_1646810750418":{"attribute_name":"出版タイプ","attribute_value_mlt":[{"subitem_version_resource":"http://purl.org/coar/version/c_970fb48d4fbd8a85","subitem_version_type":"VoR"}]},"item_3_alternative_title_198":{"attribute_name":"その他のタイトル","attribute_value_mlt":[{"subitem_alternative_title":"Comparison between seismic response analysis and monitoring data on steel cable-stayed bridge"}]},"item_3_biblio_info_186":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2007-08","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"474","bibliographicPageStart":"468","bibliographicVolumeNumber":"29","bibliographic_titles":[{"bibliographic_title":"地震工学論文集"}]}]},"item_3_description_184":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"実測データに対してERAを適用することで複数の固有振動モードで実橋梁と整合する斜張橋の3次元動的解析モデルを構築した。この解析モデルに実橋梁にて観測された複数の中小規模の地震波形を入力して時刻歴応答解析を行いモデル化の妥当性を検討した。さらに大地震の観測波形を入力して時刻歴応答解析を行い、対象橋梁の大地震時挙動を把握した。解析結果から、複数の中小地震に対してある程度整合性を有する解析モデルが構築でき、大地震時の解析結果についても設計時の想定や実際の地震時の状況と比較して同程度の結果が得られた。A 3D model for dynamic response analysis is composed based on ambient vibration monitoring data.\nNatural excitation technique and Eigenrealization algorithm (ERA) are applied to obtain modal\nparameters. A analytical modal parameters of the model are consistent with the real modal parameters\ncalculated by ERA. Dynamic response analysis are performed for several small earthquake waves and\ntheir analytical results are agreed with response of actual monitored data. Dynamic response analysis are\nalso performed for severe earthquake waves.","subitem_description_type":"Abstract"}]},"item_3_full_name_183":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"42233","nameIdentifierScheme":"WEKO"}],"names":[{"name":"MIYAMORI, Yasunori","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42234","nameIdentifierScheme":"WEKO"}],"names":[{"name":"IKEDA, Noritoshi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42235","nameIdentifierScheme":"WEKO"}],"names":[{"name":"KIMURA, Hiroshi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42236","nameIdentifierScheme":"WEKO"}],"names":[{"name":"MIKAMI, Shuichi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42237","nameIdentifierScheme":"WEKO"}],"names":[{"name":"OSHIMA, Toshiyuki","nameLang":"en"}]}]},"item_3_publisher_212":{"attribute_name":"出版者","attribute_value_mlt":[{"subitem_publisher":"公益社団法人 土木学会"}]},"item_3_relation_191":{"attribute_name":"DOI","attribute_value_mlt":[{"subitem_relation_type_id":{"subitem_relation_type_id_text":"http://doi.org/10.11532/proee2005a.29.468","subitem_relation_type_select":"DOI"}}]},"item_3_rights_192":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"c2007 公益社団法人 土木学会"}]},"item_3_select_195":{"attribute_name":"著者版フラグ","attribute_value_mlt":[{"subitem_select_item":"publisher"}]},"item_access_right":{"attribute_name":"アクセス権","attribute_value_mlt":[{"subitem_access_right":"open access","subitem_access_right_uri":"http://purl.org/coar/access_right/c_abf2"}]},"item_creator":{"attribute_name":"著者","attribute_type":"creator","attribute_value_mlt":[{"creatorNames":[{"creatorName":"宮森, 保紀","creatorNameLang":"ja"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"池田, 憲俊","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"木村, 浩士","creatorNameLang":"ja"}],"nameIdentifiers":[{}]},{"creatorNames":[{"creatorName":"三上, 修一","creatorNameLang":"ja"}],"nameIdentifiers":[{},{}]},{"creatorNames":[{"creatorName":"大島, 俊之","creatorNameLang":"ja"}],"nameIdentifiers":[{}]}]},"item_files":{"attribute_name":"ファイル情報","attribute_type":"file","attribute_value_mlt":[{"accessrole":"open_date","date":[{"dateType":"Available","dateValue":"2016-11-22"}],"displaytype":"detail","filename":"2007.08_鋼斜張橋モデルの地震時応答解析と実測データの比較.pdf","filesize":[{"value":"470.8 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"2007.08_鋼斜張橋モデルの地震時応答解析と実測データの比較.pdf","url":"https://kitami-it.repo.nii.ac.jp/record/8095/files/2007.08_鋼斜張橋モデルの地震時応答解析と実測データの比較.pdf"},"version_id":"58d0b536-a66f-4a05-a5a4-8a0ec1d04eac"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"Vibration monitoring data","subitem_subject_scheme":"Other"},{"subitem_subject":"ERA","subitem_subject_scheme":"Other"},{"subitem_subject":"3-D FEM model","subitem_subject_scheme":"Other"},{"subitem_subject":"Dynamic response analysys","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":"鋼斜張橋モデルの地震時応答解析と実測データの比較","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"鋼斜張橋モデルの地震時応答解析と実測データの比較","subitem_title_language":"ja"},{"subitem_title":"Comparison between seismic response analysis and monitoring data on steel cable-stayed bridge","subitem_title_language":"en"}]},"item_type_id":"3","owner":"1","path":["86"],"pubdate":{"attribute_name":"PubDate","attribute_value":"2016-03-08"},"publish_date":"2016-03-08","publish_status":"0","recid":"8095","relation_version_is_last":true,"title":["鋼斜張橋モデルの地震時応答解析と実測データの比較"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2022-12-13T02:19:36.902393+00:00"}