{"created":"2023-05-15T10:23:22.479853+00:00","links":{},"metadata":{"_buckets":{"deposit":"765a1c06-f13f-4374-ba4e-cc7921bf88cc"},"_deposit":{"id":"5436.1","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"5436.1"},"status":"published"},"_oai":{"id":"oai:miyazaki-u.repo.nii.ac.jp:00005436.1","sets":["73:27"]},"author_link":["13413","29200","29313"],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2003-12","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"11","bibliographicPageStart":"1","bibliographic_titles":[{"bibliographic_title":"Joint Workshop on US-Japan Cooperative Research in Urban Earthquake"}]}]},"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 the 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 for the 3 models of fault-sedimentary layer system. 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","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"13413","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Oho, Koutaku","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29200","nameIdentifierScheme":"WEKO"}]},{"creatorNames":[{"creatorName":"Nonaka, Tetsuya","creatorNameLang":"en"}],"nameIdentifiers":[{"nameIdentifier":"29313","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":"1.5 MB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"本文","url":"https://miyazaki-u.repo.nii.ac.jp/record/5436.1/files/analysis_2003_harada.pdf"},"version_id":"dbb2961b-bb82-456e-bc9c-28313bb433fe"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"seismic wave motions, fault, earthquake response, 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":"Analysis of Seismic Response Behaviors of Viaduct Crossing A Strike Slip Fault Rupture","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"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":"5436.1","relation_version_is_last":true,"title":["Analysis of Seismic Response Behaviors of Viaduct Crossing A Strike Slip Fault Rupture"],"weko_creator_id":"2","weko_shared_id":2},"updated":"2023-07-24T05:48:53.576881+00:00"}