{"created":"2023-05-15T10:23:47.386400+00:00","links":{},"metadata":{"_buckets":{"deposit":"ea0e799d-70f9-46ba-ae13-ebda41036ad4"},"_deposit":{"id":"5459.1","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"5459.1"},"status":"published"},"_oai":{"id":"oai:miyazaki-u.repo.nii.ac.jp:00005459.1","sets":["73:27"]},"author_link":["13413","29342","29313","29324","29325","29200"],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2003-08","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"711","bibliographicPageStart":"701","bibliographicVolumeNumber":"6","bibliographic_titles":[{"bibliographic_title":"応用力学論文集"}]}]},"item_10001_description_5":{"attribute_name":"抄録","attribute_value_mlt":[{"subitem_description":"Because the seismic wave motions near a fault are quite complex in time and space by showing the vortexes of waves, it may be considered to be appropriate that a response analysis of long structures is performed on the basis of three dimensional model of them. In this paper a three dimensional nonlinear response analysis of viaduct crossing a strike slip fault is performed, and its results are compared with those of the two dimensional model. The input seismic wave motions are simulated by a stiffness matrices based formulation of seismic waves in stratified media with an extended seismic source.","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"}],"nameIdentifiers":[{"nameIdentifier":"13413","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"王, 宏沢"}],"nameIdentifiers":[{"nameIdentifier":"29342","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":"山下, 典彦"},{"creatorName":"ヤマシタ, ノリヒコ","creatorNameLang":"ja-Kana"}],"nameIdentifiers":[{"nameIdentifier":"29324","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Hrada, Takanori","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29325","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Oho, Koutaku","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29200","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":"analysis_2003_harada.pdf","filesize":[{"value":"9.6 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"本文","url":"https://miyazaki-u.repo.nii.ac.jp/record/5459.1/files/analysis_2003_harada.pdf"},"version_id":"a2910cc4-cdbc-459d-bc7f-dbabfe6a837f"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"seismic wave motions, fault, earthquake respons, long bridge","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":"横ずれ断層を横断する連続高架橋の応答挙動解析","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"横ずれ断層を横断する連続高架橋の応答挙動解析","subitem_title_language":"ja"},{"subitem_title":"Analysis of seismic response behaviors of viaduct crossing a strike slip fault rupture","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":"5459.1","relation_version_is_last":true,"title":["横ずれ断層を横断する連続高架橋の応答挙動解析"],"weko_creator_id":"2","weko_shared_id":2},"updated":"2023-07-24T05:59:22.210670+00:00"}