{"created":"2023-05-15T10:23:21.366940+00:00","links":{},"metadata":{"_buckets":{"deposit":"d9ad57bf-5f2d-487e-a226-c30a51014594"},"_deposit":{"id":"5435.1","owners":[2],"pid":{"revision_id":0,"type":"depid","value":"5435.1"},"status":"published"},"_oai":{"id":"oai:miyazaki-u.repo.nii.ac.jp:00005435.1","sets":["73:27"]},"author_link":["13413"],"item_10001_biblio_info_7":{"attribute_name":"書誌情報","attribute_value_mlt":[{"bibliographicIssueDates":{"bibliographicIssueDate":"2003-01","bibliographicIssueDateType":"Issued"},"bibliographicPageEnd":"18","bibliographicPageStart":"13","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 eathquake ground 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, for example, buried pipeline, is performed on the basis of three dimensional model. In this paper a three dimensional nonlinear response analysis of buried pipeline near a strike slip fault is performed, and its results are compared with those of the static analysis where the permanent ground deformations near a fault are subjected to the pipeline. The input earthquake ground 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"}]}]},"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":"kinematic_2003_harada.pdf","filesize":[{"value":"790.2 kB"}],"format":"application/pdf","licensetype":"license_note","mimetype":"application/pdf","url":{"label":"本文","url":"https://miyazaki-u.repo.nii.ac.jp/record/5435.1/files/kinematic_2003_harada.pdf"},"version_id":"55f1d522-3e50-43ff-a38a-58a180b6208f"}]},"item_keyword":{"attribute_name":"キーワード","attribute_value_mlt":[{"subitem_subject":"earthquake ground motions, kinematical seismic source model, dynamic response, buried pipeline","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":"Kinematic Response Analysis Of Steel Pipeline Near A Fault","item_titles":{"attribute_name":"タイトル","attribute_value_mlt":[{"subitem_title":"Kinematic Response Analysis Of Steel Pipeline Near A Fault","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":"5435.1","relation_version_is_last":true,"title":["Kinematic Response Analysis Of Steel Pipeline Near A Fault"],"weko_creator_id":"2","weko_shared_id":2},"updated":"2023-07-24T05:48:54.035487+00:00"}