{"created":"2023-05-15T10:20:50.669721+00:00","links":{},"metadata":{"_buckets":{"deposit":"c34764cd-3095-4a3d-b2c8-799eb8947cf8"},"_deposit":{"id":"5713.1","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"5713.1"},"status":"published"},"_oai":{"id":"oai:miyazaki-u.repo.nii.ac.jp:00005713.1","sets":["73:27"]},"author_link":["13413","29313","29358","30812","29342","29263","30817"],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2007-08","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"1150","bibliographicPageStart":"1143","bibliographicVolumeNumber":"10","bibliographic_titles":[{"bibliographic_title":"応用力学論文集"}]}]},"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":"野中, 哲也"},{"creatorName":"ノナカ, テツヤ","creatorNameLang":"ja-Kana"},{"creatorName":"Nonaka, Tetsuya","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29313","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"馬越, 一也"},{"creatorName":"マゴシ, カズヤ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"29358","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"岩村, 真樹"},{"creatorName":"イワムラ, マキ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"30812","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"王, 宏沢"},{"creatorName":"オウ, コウタク","creatorNameLang":"ja-Kana"},{"creatorName":"Hongze, Wang","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29342","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Magoshi, Kazuya","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29263","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Iwamura, Maki","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"30817","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":"nonlinear_2007_harada.pdf","filesize":[{"value":"906.8 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"本文","url":"https://miyazaki-u.repo.nii.ac.jp/record/5713.1/files/nonlinear_2007_harada.pdf"},"version_id":"671cbc70-3d78-4e6e-a953-efc556d0d08e"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"fiber element, caisson foundation, dynamic soil foundation interaction, Nonlinear seismic response, earthquake ground motion, Winkler model","subitem_subject_language":"en","subitem_subject_scheme":"Other"}]},"item_language":{"attribute_name":"言語","attribute_value_mlt":[{"subitem_language":"eng"}]},"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":"ファイバー要素を用いた地盤と大型基礎の非線形動的相互作用モデルとその橋梁全体系の地震応答解析への適用","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"ファイバー要素を用いた地盤と大型基礎の非線形動的相互作用モデルとその橋梁全体系の地震応答解析への適用","subitem_title_language":"ja"},{"subitem_title":"A Nonlinear Dynamic Soil-Foundation Interaction Model Using Fiber Element And Its Application To Seismic Response Analysis Of Cable Stayed Bridge","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":"5713.1","relation_version_is_last":true,"title":["ファイバー要素を用いた地盤と大型基礎の非線形動的相互作用モデルとその橋梁全体系の地震応答解析への適用"],"weko_creator_id":"2","weko_shared_id":2},"updated":"2023-07-24T06:06:08.531169+00:00"}