{"created":"2021-03-01T06:00:33.431384+00:00","id":8097,"links":{},"metadata":{"_buckets":{"deposit":"e3d82af7-41be-451c-9e4a-a04a322ea5be"},"_deposit":{"id":"8097","owners":[],"pid":{"revision_id":0,"type":"depid","value":"8097"},"status":"published"},"_oai":{"id":"oai:kitami-it.repo.nii.ac.jp:00008097","sets":["1:86"]},"author_link":["42248","40649","44832","44833","42252","42253","42254","42255","42256","42257"],"control_number":"8097","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_biblio_info_186":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2009-03","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"328","bibliographicPageStart":"317","bibliographicVolumeNumber":"55A","bibliographic_titles":[{"bibliographic_title":"構造工学論文集 Ａ"}]}]},"item_3_description_184":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Structural monitoring is expected to improve accuracy of seismic performance evaluation of\nexisting structures. Vibration monitoring data is suitable for composing dynamic numerical\nmodel and ambient vibration data are available instead of limited number of seismic data. In\nthis study, a steel cable stayed bridge is modeled based on ambient vibration data and its\nbearing are represented in bilinear model. Validity of the model is confirmed by dynamic\nresponse analysis for recorded minor seismic waves. Then large seismic ground motions are\ninput to the model and different action of bearing is confirmed. Hence the entire responses of\nthe bridge are reasonable for each seismic input by using the proposed model.","subitem_description_type":"Abstract"}]},"item_3_full_name_183":{"attribute_name":"著者別名","attribute_value_mlt":[{"nameIdentifiers":[{"nameIdentifier":"42253","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Kimura, Hiroshi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42254","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Miyamori, Yasunori","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42255","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Mikami, Shuichi","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42256","nameIdentifierScheme":"WEKO"}],"names":[{"name":"Yamazaki, Tomoyuki","nameLang":"en"}]},{"nameIdentifiers":[{"nameIdentifier":"42257","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/structcivil.55A.317","subitem_relation_type_select":"DOI"}}]},"item_3_rights_192":{"attribute_name":"権利","attribute_value_mlt":[{"subitem_rights":"c 2009 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":"木村, 浩士","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"42248","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"宮森, 保紀","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"40649","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"363383","nameIdentifierScheme":"KAKEN","nameIdentifierURI":"https://nrid.nii.ac.jp/ja/nrid/1000000363383"}]},{"creatorNames":[{"creatorName":"三上, 修一","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"44832","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"30113715","nameIdentifierScheme":"KAKEN","nameIdentifierURI":"https://nrid.nii.ac.jp/ja/nrid/1000030113715"}]},{"creatorNames":[{"creatorName":"山崎, 智之","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"44833","nameIdentifierScheme":"WEKO"},{"nameIdentifier":"20158140","nameIdentifierScheme":"KAKEN","nameIdentifierURI":"https://nrid.nii.ac.jp/ja/nrid/1000020158140"}]},{"creatorNames":[{"creatorName":"大島, 俊之","creatorNameLang":"ja"}],"nameIdentifiers":[{"nameIdentifier":"42252","nameIdentifierScheme":"WEKO"}]}]},"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":"2009.03_振動測定データに基づいた鋼斜張橋モデルの非線形地震時応答解析.pdf","filesize":[{"value":"1.2 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"2009.03_振動測定データに基づいた鋼斜張橋モデルの非線形地震時応答解析.pdf","url":"https://kitami-it.repo.nii.ac.jp/record/8097/files/2009.03_振動測定データに基づいた鋼斜張橋モデルの非線形地震時応答解析.pdf"},"version_id":"9f315005-7301-46ac-b111-29bf9d386565"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"振動測定","subitem_subject_scheme":"Other"},{"subitem_subject":"鋼斜張橋","subitem_subject_scheme":"Other"},{"subitem_subject":"常時微動","subitem_subject_scheme":"Other"},{"subitem_subject":"非線形地震時応答解析","subitem_subject_scheme":"Other"},{"subitem_subject":"vibration monitoring","subitem_subject_scheme":"Other"},{"subitem_subject":"steel cable stayed bridge","subitem_subject_scheme":"Other"},{"subitem_subject":"ambient vibration","subitem_subject_scheme":"Other"},{"subitem_subject":"nonlinear 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":"振動測定データに基づいた鋼斜張橋モデルの非線形地震時応答解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"振動測定データに基づいた鋼斜張橋モデルの非線形地震時応答解析","subitem_title_language":"ja"},{"subitem_title":"Nonlinear seismic response analysis of steel cable stayed bridge model based on vibration monitoring data","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":"8097","relation_version_is_last":true,"title":["振動測定データに基づいた鋼斜張橋モデルの非線形地震時応答解析"],"weko_creator_id":"1","weko_shared_id":-1},"updated":"2024-11-25T02:38:11.367816+00:00"}