{"created":"2023-05-15T10:21:07.233881+00:00","links":{},"metadata":{"_buckets":{"deposit":"6e7a3f94-d683-4449-b5fc-e2559caa1cf7"},"_deposit":{"id":"5493.1","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"5493.1"},"status":"published"},"_oai":{"id":"oai:miyazaki-u.repo.nii.ac.jp:00005493.1","sets":["73:27"]},"author_link":["13413","29583","29584","29586","29587"],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"1994-04","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"242","bibliographicPageStart":"235","bibliographicVolumeNumber":"489","bibliographic_titles":[{"bibliographic_title":"土木学会論文集"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"一般的な道路橋の橋脚と基礎地盤系を最も簡略化した上部I自由度、基礎2自由度の振動モデルを用いて、地盤-基礎-橋脚系の動的相互作用を理論的に検討し、地盤-基礎-橋脚系の等価ばねと等価入力という新しい考え方を提案した。この考え方を用いると、地盤-基礎-橋脚系の下部工が1つのばねと入力に置き換えられるので、極めて簡単に上部工の動的特性値が計算できることになる。このことを示すために、この考え方と仮想仕事の原理を用いて、複数の下部工を有する連続橋の基本周期と減衰定数の評価方法を提案した。","subitem_description_type":"Abstract"}]},"item_10001_version_type_20":{"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":"原田, 隆典"},{"creatorName":"ハラダ, タカノリ","creatorNameLang":"ja-Kana"},{"creatorName":"Harada, Takanori","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"13413","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"坂梨, 和彦"},{"creatorName":"サカナシ, カズヒコ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"29583","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"ウィルソン, ゴルジェス"},{"creatorName":"ウィルソン, ゴルジェス","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"29584","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Sakanashi, Kazuhiko","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29586","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Gorges, Wilson","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29587","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":"2020-06-21"}],"displaytype":"detail","filename":"jibanntonodoutekisougosayouwokouryositarenzoku_1994_harada.pdf","filesize":[{"value":"576.7 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"url":"https://miyazaki-u.repo.nii.ac.jp/record/5493.1/files/jibanntonodoutekisougosayouwokouryositarenzoku_1994_harada.pdf"},"version_id":"aa9b537c-e5d5-4c2e-a705-5a1afc4e572e"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"dynamic soil structure interactio, seismic design of bridge","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":"地盤との動的相互作用を考慮した連続橋の周期と減衰定数の評価方法","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"地盤との動的相互作用を考慮した連続橋の周期と減衰定数の評価方法"},{"subitem_title":"A Method For Evaluation Of Fundamental Period And Damping Ratio Of Continuous Bridge Girder-Pier-Foundation System","subitem_title_language":"en"}]},"item_type_id":"10001","owner":"2","path":["27"],"pubdate":{"attribute_name":"公開日","attribute_value":"2020-06-21"},"publish_date":"2020-06-21","publish_status":"0","recid":"5493.1","relation_version_is_last":true,"title":["地盤との動的相互作用を考慮した連続橋の周期と減衰定数の評価方法"],"weko_creator_id":"2","weko_shared_id":2},"updated":"2023-05-15T10:21:08.419528+00:00"}